1 |
IS 903 (2025) |
Fire Hose Delivery Couplings, Branch Pipe, Nozzles and Nozzle Spanner - Specification (Fifth Revision) |
- |
42500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
As per Clause 5.2, 6.2, 7.2, 10.2(Dimensions & Tolerances) |
- |
17500 |
|
Separately for Cl. No. 5.2 as per Fig. 2A & 2B - 5500.00 / For Cl. No. 6.2 as per Fig. 3 - 4000.00 / For Cl. No. 7.2 as per Fig. 4 - 4000.00 / For Cl. No. 10.2 as per Fig. 5 - 4000.00. |
As per Clause 9.1(Hydraulic test) |
- |
17600 |
|
Separately for Delivery Coupling (Cl. No. 5.4) - 6000.00 / For Branch Pipe (Cl. No. 6.4) - 5800.00 / and For Nozzles (Cl. No. 7.4) - 5800.00. |
As per Clause 10.4(Deflection test requirement) |
- |
3800 |
|
- |
Cl. 10.4(Deflection test requirement) |
- |
0 |
|
- |
Cl. 4(WORKMANSHIP AND FINISH) |
- |
1600 |
|
Separately for Delivery Coupling - 400.00 / For Branch Pipe - 400.00 / For Nozzles - 400.00 / and For Nozzle Spanner - 400.00. |
Cl. 5("INSTANTANEOUS DELIVERY HOSE
COUPLINGS") |
- |
0 |
|
- |
Cl. 5.1(Design) |
- |
200 |
|
- |
Cl. 5.3(Materials) |
- |
15000 |
|
Rs. 42500/- for complete testing excluding Material Test (Cl.5.3, 6.3, 7.3 & 8.0). |
Cl. 5.4(Testing) |
- |
0 |
|
- |
Cl. 6(BRANCH PIPE) |
- |
0 |
|
- |
Cl. 6.3(Materials) |
- |
0 |
|
- |
Cl. 6.4(Testing) |
- |
0 |
|
- |
Cl. 7(NOZZLES) |
- |
0 |
|
- |
Cl. 7.3(Materials) |
- |
0 |
|
- |
Cl. 7.4(Testing) |
- |
0 |
|
- |
Cl. 8(Materials) |
- |
0 |
|
- |
Cl. 9.1(PERFORMANCE TEST) |
- |
0 |
|
- |
Cl. 9.1(Hydraulic Test) |
- |
0 |
|
- |
Cl. 10(NOZZLE SPANNER) |
- |
0 |
|
- |
Cl. 11(MARKING) |
- |
720 |
|
Separately for Delivery Coupling - 180.00 / For Branch Pipe - 180.00 / For Nozzles - 180.00 / and For Nozzle Spanner - 180.00. |
Cl-4(Workmanship and Finish) |
- |
0 |
|
- |
Cl-5.4(DELIVERY HOSE COUPLINGS- Hydraulic test) |
- |
0 |
|
- |
Cl-6.1(BRANCH PIPE -Design) |
- |
200 |
|
- |
Cl-6.4(BRANCH PIPE -Hydraulic test) |
- |
0 |
|
- |
Cl-7.1(NOZZLES -Design) |
- |
200 |
|
- |
Cl-7.4(NOZZLES -Hydraulic test) |
- |
0 |
|
- |
Cl-10.1(NOZZLE SPANNER - Material) |
- |
0 |
|
- |
Cl-10.3(NOZZLE SPANNER - Anti-corrosive treatment) |
- |
0 |
|
- |
|
08 May, 2028 |
- Included w.e.f 23.07.2025 |
2 |
IS 5290 (2025) |
Landing Valves - Specification (Fourth Revision) |
- |
16000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5(MATERIAL OF CONSTRUCTION) |
- |
30000 |
|
1. Rs. 5500/- for Body , bonnet, check nut, seat check nut, gland bush, gland nut, instantaneous female outlet, upper lug, lower lug, valve body.
2. Rs. 5000/- for Blank cap.
3. Rs. 5000/- for Spindle, valve stems.
4. Rs. 5000/- for Hand wheel. |
Cl-6(FINISH) |
- |
500 |
|
5. Rs. 3000/- for Seat washer.
6. Rs. 3000/- for Rubber ring, gaskets.
7. Rs. 4000/- for Gland packing/ gland sealing O ring.
8. Rs. 5500/- for Lug assembly spring.
9. Rs. 5000/- for Cam tooth.
10. Rs. 5500/- for Pressure regulating spring. |
Cl-7.1(Water Tightness Test for the Stop Valve) |
- |
5000 |
|
- |
Cl-7.2(Hydrostatic Pressure Test) |
- |
5000 |
|
Rs. 16000/- for complete testing excluding Material test (Cl.5). |
Cl-7.3(Flow Test) |
- |
3000 |
|
- |
Cl-8(Marking) |
- |
100 |
|
- |
Cl-4.3, Table-1(Flanged -Outer Diameter) |
- |
500 |
|
- |
Cl-4.3, Table-1(Flanged - Thickness) |
- |
500 |
|
- |
Cl-4.3, Table-1(Flanged -Pitch Circle Diameter (PCD)) |
- |
500 |
|
- |
Cl-4.3, Table-1(Flanged -No. of Holes × Diameter of Hole) |
- |
500 |
|
- |
Cl-4.3, Table-1(Threaded) |
- |
500 |
|
- |
Cl-4.2(shape and dimensions of) |
- |
1000 |
|
- |
Cl-4.4(Outlet(s) of landing valve) |
- |
500 |
|
- |
Cl-4.4(dimensions- outlet adaptor) |
- |
500 |
|
- |
Cl-4.4(dimensions- Blank cap for outlet) |
- |
500 |
|
- |
Cl-5(MATERIAL OF CONSTRUCTION) |
- |
0 |
|
- |
Cl-6(FINISH) |
- |
0 |
|
- |
Cl-7.1(Water Tightness Test for the Stop Valve) |
- |
0 |
|
- |
Cl-7.2(Hydrostatic Pressure Test) |
- |
0 |
|
- |
Cl-7.3(Flow Test) |
- |
0 |
|
- |
Cl-8(Marking) |
- |
0 |
|
- |
Cl-4.3, Table-1(Flanged -Outer Diameter) |
- |
0 |
|
- |
Cl-4.3, Table-1(Flanged - Thickness) |
- |
0 |
|
- |
Cl-4.3, Table-1(Flanged -Pitch Circle Diameter (PCD)) |
- |
0 |
|
- |
Cl-4.3, Table-1(Flanged -No. of Holes × Diameter of Hole) |
- |
0 |
|
- |
Cl-4.3, Table-1(Threaded) |
- |
0 |
|
- |
Cl-4.2(shape and dimensions of) |
- |
0 |
|
- |
Cl-4.4(Outlet(s) of landing valve) |
- |
0 |
|
- |
Cl-4.4(dimensions- outlet adaptor) |
- |
0 |
|
- |
Cl-4.4(dimensions- Blank cap for outlet) |
- |
0 |
|
- |
|
08 May, 2028 |
- Included w.e.f 18.08.2025 |
3 |
IS 884 (2025) |
First-Aid Hose-Reel for Fire Fighting - Specification (Second Revision) |
Type A and Type B |
25000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 4(Dimensions) |
- |
1500 |
|
Rs. 25000/- for complete testing excluded Material Test (Cl. 5). |
Cl. 7(PERFORMANCE REQUIREMENT) |
- |
20000 |
|
- |
Cl. 7.1(Hydrostatic pressure test) |
- |
5000 |
|
- |
Cl. 7.2(Resistance to leakage) |
- |
2500 |
|
- |
Cl. 7.3(Strength) |
- |
1500 |
|
- |
Cl. 7.3.1(Impact resistance test) |
- |
1500 |
|
- |
Cl. 7.3.2(Load Resistance Test) |
- |
1500 |
|
- |
Cl. 7.4(Range and Water flow rate) |
- |
1500 |
|
- |
Cl. 7.5(Swinging Arrangement) |
- |
1500 |
|
- |
Cl. 7.6(Reel Action) |
- |
1000 |
|
- |
Cl. 8(WORKMANSHIP AND FINISH) |
- |
250 |
|
- |
Cl. 8.2(Painting) |
- |
250 |
|
- |
Cl. 7.7(Resistance to impact test for nozzle) |
- |
2000 |
|
- |
Cl. 7.8("Ageing test for plastic made
nozzle") |
- |
2000 |
|
- |
Cl. 7.9("Resistance to external corrosion
test") |
- |
1000 |
|
- |
Cl. 5(MATERIAL) |
- |
30000 |
|
1. Rs. 5500/- for Hub. 2. Rs. 5500/- for Sides.
3. Rs. 5000/- for Wall bracket/Mounting stand. 4. RS. 5000/- for Swivel joint. 5. Rs. 5500/- for Hose-reel tubing. 6. Rs. 5500/- for Nozzle. 7. Rs. 5000/- for Stop Valve. 8. Rs. 5500/- Pipework & Fittings |
Cl. 6(CONSTRUCTION) |
- |
500 |
|
- |
Cl. 9(CRITERIA FOR CONFORMITY) |
- |
100 |
|
- |
Cl. 10(MARKING) |
- |
100 |
|
- |
|
08 May, 2028 |
- Included w.e.f 22.07.2025 |
4 |
IS 513 : Part 1 (2016) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
- |
6500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(Chemical Composition) |
- |
5000 |
|
- |
8(Mechanical and Physical Properties) |
- |
5000 |
|
- |
Cl 8(UTM) |
- |
1000 |
|
- |
Cl 9(Workmanship) |
- |
100 |
|
- |
Cl 9.6(Workmanship) |
- |
100 |
|
- |
Cl 10(Workmanship) |
- |
100 |
|
- |
Cl 11(Length, Width & Thickness) |
- |
1000 |
|
- |
Cl 8(UTM) |
- |
1000 |
|
- |
Cl 9.5(Workmanship) |
- |
100 |
|
- |
Cl 9.6(Workmanship) |
- |
100 |
|
- |
Cl 10(Workmanship) |
- |
100 |
|
- |
Cl 11(Length, Width & Thickness) |
- |
1000 |
|
- |
Cl 8(UTM) |
- |
0 |
|
- |
Cl 9(Workmanship) |
- |
0 |
|
- |
Cl 9.6(Workmanship) |
- |
0 |
|
- |
Cl 10(Workmanship) |
- |
0 |
|
- |
Cl 11(Length, Width & Thickness) |
- |
0 |
|
- |
7.0(ALUMINIUM) |
- |
500 |
|
- |
7.0(MICRO ALLOYS) |
- |
2500 |
|
- |
7.0(NITROGEN) |
- |
1000 |
|
- |
7.0(SILICON) |
- |
500 |
|
- |
7.0(MANGANESE) |
- |
500 |
|
- |
7.0(PHOSPHORUS) |
- |
500 |
|
- |
7.0(SULPHUR) |
- |
500 |
|
- |
7.0(CARBON) |
- |
500 |
|
- |
Cl. 11(Out of square) |
- |
100 |
|
- |
Cl. 11(Flatness) |
- |
100 |
|
- |
Cl. 11(Camber) |
- |
100 |
|
- |
Cl. 11(Width) |
- |
100 |
|
- |
Cl. 11(Thickness) |
- |
500 |
|
- |
Cl. 8.7(Bake Hardening Index) |
- |
800 |
|
- |
Cl. 8.6
Table 5A, 5B & 5C(Tensile Strain Hardening Component
(n-Value)) |
- |
800 |
|
- |
Cl. 8.5
Table 5A, 5B & 5C(Plastic Strain Ratio
(r bar/r-90)) |
- |
800 |
|
- |
Cl. 8.4(Bend Test) |
- |
800 |
|
- |
Cl. 8.3 Table 6(Hardness Test
( Only for CR0 & CR1)) |
- |
1000 |
|
- |
Cl. 8.2(Cupping Test(Only for sheet and coils CR2, CR3, CR4(having thickness 0.5 mm-2.0 mm)) |
- |
1000 |
|
- |
Cl. 8.1 & Table
5A, 5B & 5C(Elongation at 80 mm gauge length) |
- |
1000 |
|
- |
Cl. 8.1 & Table
5A, 5B & 5C(Elongation at 50 mm gauge length) |
- |
1000 |
|
- |
Cl. 8.1 & Table
5A, 5B & 5C(Yield Stress) |
- |
1000 |
|
- |
Cl. 9 Table 8(Surface roughness) |
- |
1000 |
|
- |
Cl 11(Length, Width & Thickness) |
- |
1000 |
|
- |
Cl 10(Workmanship) |
- |
0 |
|
- |
Cl 9.6(Workmanship) |
- |
0 |
|
- |
Cl 9(Workmanship) |
- |
0 |
|
- |
Cl 8(UTM) |
- |
0 |
|
- |
Cl 8(UTM) |
- |
0 |
|
- |
Cl 9(Workmanship) |
- |
0 |
|
- |
Cl 9.6(Workmanship) |
- |
0 |
|
- |
Cl 10(Workmanship) |
- |
0 |
|
- |
Cl 11(Length, Width & Thickness) |
- |
0 |
|
- |
Cl 7(UTM) |
- |
0 |
|
- |
8.1(Mechanical) |
- |
0 |
|
- |
8.2(Cupping test) |
- |
0 |
|
- |
8.3(Hardness HRB/HV) |
- |
0 |
|
- |
8.4(Bend Test) |
- |
0 |
|
- |
8.5(Plastic strain ratio) |
- |
0 |
|
- |
8.6(Tensile strain Hardening component) |
- |
0 |
|
- |
8.7(Black Hardening Index) |
- |
0 |
|
- |
9(Surface finish) |
- |
0 |
|
- |
10(Freedom from defects) |
- |
100 |
|
- |
13(Marking) |
- |
100 |
|
- |
Cl. 7.3(Carbon) |
- |
0 |
|
- |
Cl. 7.3(Manganese) |
- |
0 |
|
- |
Cl. 7.3(Suphur) |
- |
0 |
|
- |
Cl. 7.3(Phosphorus) |
- |
0 |
|
- |
Cl. 7.3(Silicon) |
- |
500 |
|
- |
|
08 May, 2028 |
- - |
5 |
IS 15905 (2024) |
Hubless Centrifugally Cast (Spun) Iron Pipes, Fittings and Accessories — Spigot Series —Specification |
- |
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-3(supply of material) |
- |
100 |
|
- |
Cl-5(Manufacture) |
- |
500 |
|
- |
Cl-5.4(pipes and fittings) |
- |
500 |
|
- |
Cl-6(Joints) |
- |
500 |
|
- |
Cl-6.2(EPDM) |
- |
2000 |
|
- |
Cl-6.4(Minimum Free Lengths) |
- |
500 |
|
- |
Cl-8(Crush tests on pipes ring) |
- |
1000 |
|
- |
Cl-9(Hydrostatic test) |
- |
2500 |
|
- |
Cl-10.2(External Diameters and Tolerances) |
- |
1000 |
|
- |
Cl-10.3(Thickness and Tolerances) |
- |
500 |
|
- |
Cl-10.4(Length and Tolerances) |
- |
500 |
|
- |
Cl-10.5(Tolerances on Angles) |
- |
500 |
|
- |
Cl-10.6(Straightness of Pipe) |
- |
500 |
|
- |
Cl-10.7(End Faces) |
- |
500 |
|
- |
Cl-10.8.1(Pipe) |
- |
500 |
|
- |
Cl-10.8.2.1(Bend) |
- |
500 |
|
- |
Cl-10.8.2.2(Bend with or without access door) |
- |
500 |
|
- |
Cl-10.8.2.3(Long radius bend) |
- |
500 |
|
- |
Cl-10.8.2.4(Long tail bend) |
- |
500 |
|
- |
Cl-10.8.2.5(Horn plain bend) |
- |
500 |
|
- |
Cl-10.8.2.6(Double bend) |
- |
500 |
|
- |
Cl-10.8.2.7(Single branch) |
- |
500 |
|
- |
Cl-10.8.2.8(Single branch with or without access door) |
- |
500 |
|
- |
Cl-10.8.2.9(Double branch) |
- |
500 |
|
- |
Cl-10.8.2.11(Diminishing pieces) |
- |
500 |
|
- |
Cl-10.8.2.12(Offset) |
- |
500 |
|
- |
Cl-10.8.2.13(Equal and unequal parallel branch) |
- |
500 |
|
- |
Cl-10.8.2.14(P trap) |
- |
500 |
|
- |
Cl-10.8.2.15(H ventilation pipe) |
- |
500 |
|
- |
Cl-10.8.2.16(Y ventilation pipe) |
- |
500 |
|
- |
Cl-10.8.2.17(T Y single branch) |
- |
500 |
|
- |
Cl-10.8.2.18(Vent cowel) |
- |
500 |
|
- |
Cl-10.8.2.19(Inspection pipe (clean-out pipe)) |
- |
500 |
|
- |
Cl-10.8.2.20(Unequal trap) |
- |
500 |
|
- |
Cl-10.8.2.21(Single branch with or without door) |
- |
500 |
|
- |
Cl-10.8.2.22(Single branch socketed with access door) |
- |
500 |
|
- |
Cl-10.8.2.23(Multi inlet pipe) |
- |
500 |
|
- |
Cl-10.8.2.24(Floor trap (deep seal)) |
- |
500 |
|
- |
Cl-10.8.2.25(Access door) |
- |
500 |
|
- |
Cl-11.2(Resistance to Salt Spray) |
- |
1000 |
|
- |
Cl-12(Marking) |
- |
100 |
|
- |
|
08 May, 2028 |
- - |
6 |
IS 8329 (2000) |
Centrifugally cast (Spun) ductile iron pressure pipes for water, gas and sewage - Specification (Third Revision) |
- |
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 10(Hardness & Tensile Test) |
- |
3000 |
|
- |
Cl 11(Hydrostatic Test) |
- |
5000 |
|
- |
Cl 13(Length, Diameter, Wall Thickness & Ovality) |
- |
2000 |
|
- |
Cl 10(Hardness & Tensile Test) |
- |
0 |
|
- |
Cl 11(Hydrostatic Test) |
- |
0 |
|
- |
Cl 13(Length, Diameter, Wall Thickness & Ovality) |
- |
0 |
|
- |
Cl 10(Hardness & Tensile Test) |
- |
0 |
|
- |
Cl 11(Hydrostatic Test) |
- |
0 |
|
- |
Cl 13(Length, Diameter, Wall Thickness & Ovality) |
- |
0 |
|
- |
Cl 13(Length, Diameter, Wall Thickness & Ovality) |
- |
0 |
|
- |
Cl 11(Hydrostatic Test) |
- |
0 |
|
- |
Cl 10(Hardness & Tensile Test) |
- |
0 |
|
- |
Cl 10(Hardness & Tensile Test) |
- |
0 |
|
- |
Cl 11(Hydrostatic Test) |
- |
0 |
|
- |
Cl 13(Length, Diameter, Wall Thickness & Ovality) |
- |
0 |
|
- |
7.2(Visual Inspection) |
- |
100 |
|
- |
15.6(Straightness *) |
- |
500 |
|
- |
13.1 & 15.5(Length & tolerance*) |
- |
500 |
|
- |
15.3(Ovality & tolerance) |
- |
500 |
|
- |
16.2, Annex- C 2.3(Checking of bitumen base,) |
- |
500 |
|
- |
|
08 May, 2028 |
- Included w.e.f.16.07.2025 |
7 |
IS 617 (2024) |
Aluminium and Aluminium Alloys Ingots for Remelting and Castings for General Engineering Purposes â Specification (Fourth Revision) |
- |
6500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-6.1, Table-1(Si) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Fe) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Cu) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Mn) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Mg) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Cr) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Ni) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Zn) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Pb) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Sn) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Ti) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Others elements Each) |
- |
1000 |
|
- |
Cl-6.1, Table-1(Others elements Total) |
- |
5000 |
|
- |
Cl-6.1, Table-1(Aluminium) |
- |
1000 |
|
- |
Cl-6.2(The chemical analysis) |
- |
5000 |
|
- |
Cl-7.1, Table-2(Sand-Cast Alloys- Tensile Strength) |
- |
1000 |
|
- |
Cl-7.1, Table-2(Sand-Cast Alloys- Proof Stress) |
- |
1000 |
|
- |
Cl-7.1, Table-2(Sand-Cast Alloys- Elongation) |
- |
1000 |
|
- |
Cl-7.1, Table-2(Sand-Cast Alloys- Brinell Hardness HBW) |
- |
1000 |
|
- |
Cl-7.1, Table-3(Chill Cast Alloys- Tensile Strength) |
- |
1000 |
|
- |
Cl-7.1, Table-3(Chill Cast Alloys- Proof Stress) |
- |
1000 |
|
- |
Cl-7.1, Table-3(Chill Cast Alloys- Elongation) |
- |
1000 |
|
- |
Cl-7.1, Table-3(Chill Cast Alloys- Brinell Hardness HBW) |
- |
1000 |
|
- |
Cl-7.1, Table-4(Investment-Cast Alloys- Tensile Strength) |
- |
1000 |
|
- |
Cl-7.1, Table-4(Investment-Cast Alloys- Proof Stress) |
- |
1000 |
|
- |
Cl-7.1, Table-4(Investment-Cast Alloys- Elongation) |
- |
1000 |
|
- |
Cl-7.1, Table-4(Investment-Cast Alloys-Brinell Hardness) |
- |
1000 |
|
- |
Cl-7.2(Tensile Tests) |
- |
1000 |
|
- |
Cl-7.3(Test Pieces) |
- |
0 |
|
- |
Cl-7.4(Hardness) |
- |
1000 |
|
- |
Cl-8(Freedom from Defects) |
- |
1000 |
|
- |
Cl-11(RETEST) |
- |
0 |
|
- |
Cl-13(Marking) |
- |
100 |
|
- |
Cl. 6(Silicon) |
- |
1000 |
|
- |
Cl. 6(Iron) |
- |
1000 |
|
- |
Cl. 6(Copper) |
- |
1000 |
|
- |
Cl. 6(Manganese) |
- |
1000 |
|
- |
Cl. 6(Magnesium) |
- |
1000 |
|
- |
Cl. 6(Chromium) |
- |
1000 |
|
- |
Cl. 6(Nickel) |
- |
1000 |
|
- |
Cl. 6(Zinc) |
- |
1000 |
|
- |
Cl. 6(Lead) |
- |
1000 |
|
- |
Cl. 6(Tin) |
- |
1000 |
|
- |
Cl. 6(Titanium) |
- |
1000 |
|
- |
Cl. 6(Others Element Each) |
- |
1000 |
|
- |
Cl. 6(Others Element Total) |
- |
5000 |
|
- |
Cl. 6(Aluminium) |
- |
1000 |
|
- |
Cl. 6(Silver) |
- |
1000 |
|
- |
Cl. 6(Zirconium) |
- |
1000 |
|
- |
Cl. 6(Titanium+Zirconium) |
- |
1000 |
|
- |
Cl. 6(Antimony) |
- |
1000 |
|
- |
Cl. 6(Cobalt) |
- |
1000 |
|
- |
Cl. 6(Antimony+Cobalt) |
- |
1000 |
|
- |
Cl. 6(Beryllium) |
- |
1000 |
|
- |
10(Pressure Test) |
- |
1500 |
|
- |
|
08 May, 2028 |
- Included w.e.f 23.07.2025 |
8 |
IS 12592 (2002) |
Precast concrete manhole cover and frame - Specification (First Revision) |
- |
7700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3(Grade) |
- |
100 |
|
- |
3(Type/Shape of Cover) |
- |
100 |
|
- |
4.4(Reinforcement) |
- |
500 |
|
- |
4.4(Reinforcement) |
- |
500 |
|
- |
4.5(Steel Fibres - Diameter / equivalent diameterofsteel tibres) |
- |
500 |
|
- |
4.5(Steel Fibres - The aspect ratio of the tibres) |
- |
500 |
|
- |
5.2 and Table 1(Dimensions of Frame - A) |
- |
1000 |
|
- |
5.2 and Table 1(Dimensions of Frame - B) |
- |
1000 |
|
- |
5.2 and Table 1(Dimensions of Frame - C) |
- |
1000 |
|
- |
5.2 and Table 1(Dimensions of Frame - D) |
- |
1000 |
|
- |
5.2 and Table 1(Dimensions of Frame - E) |
- |
1000 |
|
- |
5.2 and Table 1(Dimensions of Frame - F) |
- |
1000 |
|
- |
5.2(Dimensions of cover- Diameter) |
- |
1000 |
|
- |
5.2(Clearance at top between the frame and the cover all round the periphery) |
- |
100 |
|
- |
5.2(Top surface ofthe frame and cover is in level) |
- |
100 |
|
- |
5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover) |
- |
100 |
|
- |
5.2 and Fig 1(Clear cover to reinforcement) |
- |
100 |
|
- |
5.2 and Fig 1(Distance of housing from the edge) |
- |
100 |
|
- |
7.4.1(Edge Protection and Finishing - Frame) |
- |
500 |
|
- |
7.4.1(Edge Protection and Finishing - Frame) |
- |
500 |
|
- |
7.4.1(Edge Protection and Finishing - Frame) |
- |
500 |
|
- |
7.4.1(Edge Protection and Finishing - Frame) |
- |
500 |
|
- |
7.4.2(Edge Protection and Finishing - Cover) |
- |
500 |
|
- |
7.4.2(Edge Protection and Finishing - Cover) |
- |
500 |
|
- |
7.4.2(Edge Protection and Finishing - Cover) |
- |
500 |
|
- |
7.4.2(Edge Protection and Finishing - Cover) |
- |
500 |
|
- |
8(LIFTING HOOKS) |
- |
500 |
|
- |
8(LIFTING HOOKS) |
- |
500 |
|
- |
9.1(General) |
- |
500 |
|
- |
9.3 and Table and
Annex C(Load Test) |
- |
3000 |
|
- |
Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover) |
- |
1000 |
|
- |
Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel) |
- |
1000 |
|
- |
Clause No. 9.3 Annex C(Cracks at bottom side of the cover ) |
- |
1000 |
|
- |
Clause No. 9.3 Annex C(Permanent set of cover) |
- |
1000 |
|
- |
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load) |
- |
3000 |
|
- |
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load) |
- |
3000 |
|
- |
Clause No. 8(Lifting Device) |
- |
500 |
|
- |
Clause No. 8(Lifting Hooks (Diameter of MS rod)) |
- |
500 |
|
- |
Clause No. 7.4.4(Compatitbilty of Seating of cover and frame) |
- |
100 |
|
- |
Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet)) |
- |
100 |
|
- |
Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface)) |
- |
100 |
|
- |
Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors)) |
- |
100 |
|
- |
Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat)) |
- |
100 |
|
- |
Clause No. 6(Design) |
- |
100 |
|
- |
|
08 May, 2028 |
- Included w.e.f. 04.08.2025 |
9 |
IS 901 (1988) |
Specification for couplings, double male and double female instantaneous pattern for fire fighting (Third Revision) |
- |
13500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1 (a)(Sand castings) |
- |
5000 |
|
Total testing charges Rs. 13500 except raw material test.
Rs. 20000 with raw material test. |
2.1 (b)(Die castings) |
- |
5000 |
|
- |
2.1 (c)(Hot castings) |
- |
5000 |
|
- |
2.1 (d)(Gravity die castings) |
- |
5000 |
|
- |
2.2(Aluminium alloys) |
- |
5000 |
|
- |
2.3(Phosphor bronze wire and Stainless steel wire) |
- |
5000 |
|
- |
2.4(Washer) |
- |
5000 |
|
- |
3(Dimension) |
- |
1000 |
|
- |
4(Hydraulic Test Requirement) |
- |
10000 |
|
- |
5(Workmanship and Finish) |
- |
500 |
|
- |
6(Marking) |
- |
100 |
|
- |
2.1 (a)(Sand castings) |
- |
0 |
|
- |
2.1 (b)(Die castings) |
- |
0 |
|
- |
2.1 (c)(Hot castings) |
- |
0 |
|
- |
2.1 (d)(Gravity die castings) |
- |
0 |
|
- |
2.2(Aluminium alloys) |
- |
0 |
|
- |
2.3(Phosphor bronze wire and Stainless steel wire) |
- |
0 |
|
- |
2.4(Washer) |
- |
0 |
|
- |
3(Dimension) |
- |
0 |
|
- |
4(Hydraulic Test Requirement) |
- |
0 |
|
- |
5(Workmanship and Finish) |
- |
0 |
|
- |
6(Marking) |
- |
0 |
|
- |
2.1 (a)(Sand castings) |
- |
0 |
|
- |
2.1 (b)(Die castings) |
- |
0 |
|
- |
2.1 (c)(Hot castings) |
- |
0 |
|
- |
2.1 (d)(Gravity die castings) |
- |
0 |
|
- |
2.2(Aluminium alloys) |
- |
0 |
|
- |
2.3(Phosphor bronze wire and Stainless steel wire) |
- |
0 |
|
- |
2.4(Washer) |
- |
0 |
|
- |
3(Dimension) |
- |
0 |
|
- |
4(Hydraulic Test Requirement) |
- |
0 |
|
- |
5(Workmanship and Finish) |
- |
0 |
|
- |
6(Marking) |
- |
0 |
|
- |
|
08 May, 2028 |
- Included w.e.f.16.07.2025 |
10 |
IS 733 (1983) |
Specification for wrought aluminium and aluminium alloy bars, rods and sections (For General Engineering Purposes) (Third Revision) |
- |
6500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 4(Freedom from Defects) |
- |
500 |
|
- |
Cl. 5.1, Table 2(0.2 Percent proof stress- IS 1816) |
- |
1000 |
|
- |
Cl. 5.1, Table 2(Tensile Strength- IS 1816) |
- |
1000 |
|
- |
Cl. 5.1, Table 2(Elongation on 50 mm or 5.65√So Gauge Length) |
- |
1000 |
|
- |
Cl. 0.4, 5.1, Table 1(Aluminium- IS 504 or by any other suitable instrumental method) |
- |
6000 |
|
- |
Cl. 0.4, 5.1, Table 1(Copper- IS 504 or by any other suitable instrumental method) |
- |
1000 |
|
- |
Cl. 0.4, 5.1, Table 1(Magnesium- IS 504 or by any other suitable instrumental method) |
- |
1000 |
|
- |
Cl. 0.4, 5.1, Table 1(Silicon- IS 504 or by any other suitable instrumental method) |
- |
1000 |
|
- |
Cl. 0.4, 5.1, Table 1(Iron- IS 504 or by any other suitable instrumental method) |
- |
1000 |
|
- |
Cl. 0.4, 5.1, Table 1(Zinc- IS 504 or by any other suitable instrumental method) |
- |
1000 |
|
- |
Cl. 0.4, 5.1, Table 1(Aluminium- IS 504 or by any other suitable instrumental method) |
- |
5000 |
|
- |
Cl. 0.4, 5.1, Table 1(Titanium and / or other grain refining elements - IS 504 or by any other suitable instrumental method) |
- |
1000 |
|
- |
Cl. 0.4, 5.1, Table 1(Chromium- IS 504 or by any other suitable instrumental method) |
- |
1000 |
|
- |
Cl. 0.4, 5.1, Table 1(Ti+ V- IS 504 or by any other suitable instrumental method) |
- |
1000 |
|
- |
Cl. 0.4, 5.1, Table 1(Total Impurities- IS 504 or by any other suitable instrumental method) |
- |
5000 |
|
- |
Cl. 0.4, 5.1, Table 1(Cr+ Mn- IS 504 or by any other suitable instrumental method) |
- |
1000 |
|
- |
7(Dimension - IS 3965) |
- |
1000 |
|
- |
11(Marking) |
- |
100 |
|
- |
Table-1, Clause - 5.1(Copper) |
- |
1000 |
|
- |
Table-1, Clause - 5.1(Iron) |
- |
1000 |
|
- |
Table-1, Clause - 5.1(Magnesium) |
- |
1000 |
|
- |
Table-1, Clause - 5.1(Manganese) |
- |
1000 |
|
- |
Table-1, Clause - 5.1(Titanium) |
- |
1000 |
|
- |
Table-1, Clause - 5.1(Silicon) |
- |
1000 |
|
- |
Table-1, Clause - 5.1(Chromium) |
- |
1000 |
|
- |
Table-1, Clause - 5.1(Zinc) |
- |
1000 |
|
- |
|
08 May, 2028 |
- Included w.e.f 04.06.2025 |
11 |
IS 17546 (2021) |
Chlorinated polyvinyl chloride CPVC fittings for potable hot and cold water distribution supplies Specification |
- |
90000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(Nominal Size(DN)) |
- |
1000 |
|
- |
3.2(Nominal Outside Diameter) |
- |
1000 |
|
- |
3.3(Mean Inside Diameter of Socket at Entry) |
- |
1000 |
|
- |
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
1000 |
|
- |
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
1000 |
|
- |
3.5(Out-of-Roundness (Ovality)) |
- |
1000 |
|
- |
3.6(Nominal Wall Thickness) |
- |
1000 |
|
- |
3.7(Minimum Wall Thickness) |
- |
1000 |
|
- |
3.8(Tolerance) |
- |
1000 |
|
- |
3.9(Working Pressure) |
- |
1000 |
|
- |
3.1(Standard Dimension Ratio) |
- |
1000 |
|
- |
3.11(Type Tests) |
- |
50000 |
|
- |
3.11(Acceptance Tests) |
- |
50000 |
|
- |
6(Composition) |
- |
10000 |
|
- |
7(Dimensions of fitting) |
- |
1000 |
|
- |
8.2(Opacity) |
- |
1000 |
|
- |
8.1(Visual Appearance) |
- |
500 |
|
- |
8.3(Stress Relief Test) |
- |
10000 |
|
- |
8.4(Vicat softening Temperature) |
- |
1000 |
|
- |
8.5(Density) |
- |
1000 |
|
- |
8.6(Effect on water) |
- |
10000 |
|
- |
9(Mechanical Properties) |
- |
20000 |
|
- |
11(Marking) |
- |
500 |
|
- |
Cl-6.2.2(Compound Chlorine Content) |
- |
10000 |
|
- |
Cl-6.2.5(Verification of the Malfunction Temperature) |
- |
50000 |
|
- |
Cl-9.1(Hydrostatic Characteristics) |
- |
50000 |
|
- |
Cl-9.2(Thermal Stability by Hydrostatic Pressure Testing) |
- |
60000 |
|
- |
3.1(Nominal Size(DN)) |
- |
0 |
|
- |
3.2(Nominal Outside Diameter) |
- |
0 |
|
- |
3.3(Mean Inside Diameter of Socket at Entry) |
- |
0 |
|
- |
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
0 |
|
- |
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
0 |
|
- |
3.5(Out-of-Roundness (Ovality)) |
- |
0 |
|
- |
3.6(Nominal Wall Thickness) |
- |
0 |
|
- |
3.7(Minimum Wall Thickness) |
- |
0 |
|
- |
3.8(Tolerance) |
- |
0 |
|
- |
3.9(Working Pressure) |
- |
0 |
|
- |
3.1(Standard Dimension Ratio) |
- |
0 |
|
- |
3.11(Type Tests) |
- |
0 |
|
- |
3.11(Acceptance Tests) |
- |
0 |
|
- |
6(Composition) |
- |
0 |
|
- |
7(Dimensions of fitting) |
- |
0 |
|
- |
8.2(Opacity) |
- |
0 |
|
- |
8.1(Visual Appearance) |
- |
0 |
|
- |
8.3(Stress Relief Test) |
- |
0 |
|
- |
8.4(Vicat softening Temperature) |
- |
0 |
|
- |
8.5(Density) |
- |
0 |
|
- |
8.6(Effect on water) |
- |
0 |
|
- |
9(Mechanical Properties) |
- |
0 |
|
- |
11(Marking) |
- |
0 |
|
- |
Cl-6.2.2(Compound Chlorine Content) |
- |
0 |
|
- |
Cl-6.2.5(Verification of the Malfunction Temperature) |
- |
0 |
|
- |
Cl-9.1(Hydrostatic Characteristics) |
- |
0 |
|
- |
Cl-9.2(Thermal Stability by Hydrostatic Pressure Testing) |
- |
0 |
|
- |
|
08 May, 2028 |
- Included w.e.f.07.07.2025 |
12 |
IS 6911 (2017) |
Stainless steel plate, sheet and strip - Specification (Second Revision) |
All Types / Grades / Sizes |
9000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 7.1 & 7.2 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Molybdenum -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Copper -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Others-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Titanium-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl. 7.1 & 7.2 Table 1(Niobium-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
Cl.12(Corrosion Resistance- IS 10461(Part1)) |
- |
1000 |
|
- |
Cl.12(Corrosion Resistance- IS 10461(Part2)) |
- |
1000 |
|
- |
6(Freedom from defects , IS 6911) |
- |
500 |
|
- |
10.1,Table 4&Table 6(Tensile Test - IS 1608(Pt -1)) |
- |
1000 |
|
- |
10.2,Table 4&Table 5(Hardness Test- IS 1500(Pt -1),IS 1501 (Pt-1),IS 1586 (Pt -1)) |
- |
1000 |
|
- |
10.3(Bend Test - IS 1599) |
- |
1000 |
|
- |
11,Table 7(Erichsen cupping test-IS 10175) |
- |
1000 |
|
- |
15(Surface Finish) |
- |
500 |
|
- |
17(Dimension and tolerance) |
- |
1000 |
|
- |
10.1 Amd 2(Yeild Strength) |
- |
1000 |
|
- |
10.1 Amd 2(0.2 Percent Proof Stress) |
- |
1000 |
|
- |
10.1 Amd 2(Elongation) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Length)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Width)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Thickness)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Flatness) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Camber) |
- |
500 |
|
- |
Table 1(Any Instrumental Method/Chemical Method) |
- |
500 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
10.1 Amd 2(Yeild Strength) |
- |
1000 |
|
- |
10.1 Amd 2(0.2 Percent Proof Stress) |
- |
1000 |
|
- |
10.1 Amd 2(Elongation) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Length)) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Width)) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Thickness)) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Flatness) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Camber) |
- |
500 |
|
- |
Table 1(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
10.1 Amd 2(Yeild Strength) |
- |
1000 |
|
- |
10.1 Amd 2(0.2 Percent Proof Stress) |
- |
1000 |
|
- |
10.1 Amd 2(Elongation) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Length)) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Width)) |
- |
1000 |
|
- |
10.1 Amd 2(Yeild Strength) |
- |
1000 |
|
- |
10.1 Amd 2(0.2 Percent Proof Stress) |
- |
1000 |
|
- |
10.1 Amd 2(Yeild Strength) |
- |
1000 |
|
- |
10.1 Amd 2(0.2 Percent Proof Stress) |
- |
1000 |
|
- |
10.1 Amd 2(Elongation) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Length)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Width)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Thickness)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Flatness) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Camber) |
- |
100 |
|
- |
Table 1(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
Table 1, Amendment 2(Any Instrumental Method/Chemical Method) |
- |
1000 |
|
- |
4(Supply of Material) |
- |
0 |
|
- |
8(Heat Treatment) |
- |
0 |
|
- |
19(Marking) |
- |
100 |
|
- |
5(Manufacture) |
- |
100 |
|
- |
10.1 Amd 2(Yeild Strength) |
- |
1000 |
|
- |
10.1 Amd 2(0.2 Percent Proof Stress) |
- |
1000 |
|
- |
10.1 Amd 2(Elongation) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Length)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Width)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Thickness)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Flatness) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Camber) |
- |
500 |
|
- |
Table 1(Alumium) |
- |
1000 |
|
- |
Table 1, Amendment 2(Zirconium) |
- |
1000 |
|
- |
Table 1, Amendment 2(Tungstun) |
- |
1000 |
|
- |
Table 1, Amendment 2(Tungstun) |
- |
1000 |
|
- |
Table 1, Amendment 2(Ce) |
- |
1000 |
|
- |
Table 1, Amendment 2(Cobalt) |
- |
1000 |
|
- |
Table 1, Amendment 2(Ta) |
- |
1000 |
|
- |
5.1 - 1(Carbon) |
- |
1000 |
|
- |
5.1 - 1(Sulphur) |
- |
1000 |
|
- |
5.1 - 1(Phosphorus) |
- |
1000 |
|
- |
5.1 - 1(Manganese) |
- |
1000 |
|
- |
5.1 - 1(Silicon) |
- |
1000 |
|
- |
5.1 - 1(Nitrogen) |
- |
1000 |
|
- |
5.1 - 1(Copper) |
- |
1000 |
|
- |
5.1 - 1(Titanium) |
- |
1000 |
|
- |
5.1 - 1(Aluminium) |
- |
1000 |
|
- |
5.1 - 1(Niobium) |
- |
1000 |
|
- |
5.1 - 1(Nickel) |
- |
1000 |
|
- |
5.1 - 1(Chromium) |
- |
1000 |
|
- |
5.1 - 1(Molybdenum) |
- |
1000 |
|
- |
6(Freedom from defect) |
- |
500 |
|
- |
10.1 - 4(Tensile Test) |
- |
1000 |
|
- |
10.1 - 4(Yield strength) |
- |
1000 |
|
- |
10.1 - 4(Elongation % on 50mm) |
- |
1000 |
|
- |
10.2(Hardness Test) |
- |
1000 |
|
- |
10.3(Bend Test) |
- |
1000 |
|
- |
11(Erichsen Cupping Test) |
- |
1000 |
|
- |
17(Dimension and tolerance) |
- |
1000 |
|
- |
12(Corrosion resistance) |
- |
1000 |
|
- |
5.1 - 1(Carbon) |
- |
1000 |
|
- |
5.1 - 1(Sulphur) |
- |
1000 |
|
- |
5.1 - 1(Phosphorus) |
- |
1000 |
|
- |
5.1 - 1(Manganese) |
- |
1000 |
|
- |
5.1 - 1(Silicon) |
- |
1000 |
|
- |
5.1 - 1(Nitrogen) |
- |
1000 |
|
- |
5.1 - 1(Copper) |
- |
1000 |
|
- |
5.1 - 1(Titanium) |
- |
1000 |
|
- |
5.1 - 1(Aluminium) |
- |
1000 |
|
- |
5.1 - 1(Niobium) |
- |
1000 |
|
- |
5.1 - 1(Nickel) |
- |
1000 |
|
- |
5.1 - 1(Chromium) |
- |
1000 |
|
- |
5.1 - 1(Molybdenum) |
- |
1000 |
|
- |
6(Freedom from defect) |
- |
500 |
|
- |
10.1 - 4(Tensile Test) |
- |
1000 |
|
- |
10.1 - 4(Yield strength) |
- |
1000 |
|
- |
10.1 - 4(Elongation % on 50mm) |
- |
1000 |
|
- |
10.2(Hardness Test) |
- |
1000 |
|
- |
10.3(Bend Test) |
- |
1000 |
|
- |
11(Erichsen Cupping Test) |
- |
1000 |
|
- |
17(Dimension and tolerance) |
- |
1000 |
|
- |
12(Corrosion resistance) |
- |
1000 |
|
- |
|
08 May, 2028 |
- Included w.e.f.17.06.2025 |
13 |
IS 1285 (2023) |
WROUGHT ALUMINIUM AND ALUMINIUM ALLOYS EXTRUDED ROUND TUBE AND HOLLOW SECTIONS FOR GENERAL ENGINEERINGPURPOSES SPECIFICATION |
All Types/Grades/Sizes |
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1("The extruded round tube and hollow sections
shall be sound and visually free from harmful
defects. ") |
- |
100 |
|
- |
6.2(Slight discoloration due to heat treatment, minor polishing marks and spiral marks due to roll straightening shall not be a cause for rejection.) |
- |
100 |
|
- |
8("Dimensions and tolerances of the material shall be as laid down in the Indian Standards indicated
below:
a) Extruded round tube IS 2673; and
b) Extruded hollow sections IS 6477.") |
- |
1000 |
|
- |
9(" Extruded round tubes and hollow sections shall be made from alloys specified in IS 733.
9.2 The chemical analysis of the material shall be carried out either in accordance with the methods specified in IS 504 (Part 1 to 12) and IS 504 (Part 13 to 16) or by any other established instrumental/chemical method. In case of any dispute the method specified in relevant parts of IS 504 shall be used as referee method. However, when the method is not given in IS 504, the referee method shall be as agreed to between the purchaser
and the manufacturer. ") |
- |
1000 |
|
- |
10(Tensile test) |
- |
1000 |
|
- |
Cl.9.1(Aluminium- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Copper- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Magnesium- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Silicon- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Iron- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Manganese- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Zinc- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Titanium and/ or other grain refining elements- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Chromium- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Remarks (Ti+V) - IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Remarks (Cr+Mn) - IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
Cl.9.1(Remarks (Total Impurities)- IS 504 and its parts or any other intrumental/chemical methods) |
- |
1000 |
|
- |
|
08 May, 2028 |
- Included w.e.f.19.05.2025 |
14 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
11500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
Cl 7.2(Weight) |
- |
500 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
Cl 7.2(Weight) |
- |
500 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
Cl 8.1(UTM) |
- |
1000 |
|
- |
Cl 7.2(Weight) |
- |
500 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
1000 |
|
- |
4.1(Sulphur and phosphorous) |
- |
1000 |
|
- |
4.1(CE) |
- |
1000 |
|
- |
4.1( Nitrogen%) |
- |
500 |
|
- |
4.1(Ni) |
- |
500 |
|
- |
4.1(Mo) |
- |
500 |
|
- |
4.1(Cr) |
- |
500 |
|
- |
4.1( Ti) |
- |
500 |
|
- |
4.1(V) |
- |
500 |
|
- |
4.1( Nb) |
- |
500 |
|
- |
4.1( Aluminium %) |
- |
500 |
|
- |
4.1( Copper %) |
- |
500 |
|
- |
4.1(Silicon %) |
- |
500 |
|
- |
4.1(Sulphur %) |
- |
500 |
|
- |
4.1(Phosphorus %) |
- |
500 |
|
- |
4.1(Manganese %) |
- |
500 |
|
- |
4.1(Carbon %) |
- |
500 |
|
- |
Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
- |
Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(TS/YS ratio) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
Cl. 7.2 Table -2 (Nominal Mass) |
- |
1000 |
|
- |
Cl. 6.1(Nominal Size) |
- |
1000 |
|
- |
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
- |
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
1000 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
1000 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
1000 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
1000 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
1000 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
1000 |
|
- |
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
1000 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous) |
- |
1000 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228) |
- |
1000 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228) |
- |
1000 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228) |
- |
1000 |
|
- |
8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
5.7(PullOut (Bond Test)) |
- |
6000 |
|
- |
4.2(Niobium (Nb)) |
- |
500 |
|
- |
4.2(Boron (B)) |
- |
500 |
|
- |
Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
0 |
|
- |
Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
1000 |
|
- |
Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
Cl. 8.1 Table 3(TS/YS Ratio) |
- |
1000 |
|
- |
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
1000 |
|
- |
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Maximum Extension) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
1000 |
|
- |
Cl. 4.3(Visual Inspection.) |
- |
500 |
|
- |
Cl. 5.2(Surface Characteristics) |
- |
500 |
|
- |
Clause 9.4(Rebend Test) |
- |
1000 |
|
- |
Clause 6.3(Effective Cross-sectional Area) |
- |
1000 |
|
- |
Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
Cl 8.1(UTM) |
- |
1000 |
|
- |
Cl 7.2(Weight) |
- |
500 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
Cl 7.2(Weight) |
- |
500 |
|
- |
Cl 8.1(UTM) |
- |
1000 |
|
- |
Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
13(Identification and marking) |
- |
500 |
|
- |
5.7(Pull-out test - IS:2770(P1)) |
- |
6000 |
|
- |
7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
500 |
|
- |
8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
500 |
|
- |
4.3(Rolling and cold working of bars/wire) |
- |
500 |
|
- |
7.1(Specified length) |
- |
500 |
|
- |
9.1(Preparation of test sample) |
- |
100 |
|
- |
9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
1000 |
|
- |
9.5(Retest) |
- |
1000 |
|
- |
12(Inspection) |
- |
100 |
|
- |
Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
1000 |
|
- |
Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
1000 |
|
- |
Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
1000 |
|
- |
1() |
- |
100 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228) |
- |
0 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228) |
- |
0 |
|
- |
8.18.1 Table 3(Total elongation at maximum force) |
- |
0 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
5.7(PullOut (Bond Test)) |
- |
0 |
|
- |
4.2(Niobium (Nb)) |
- |
0 |
|
- |
4.2(Boron (B)) |
- |
0 |
|
- |
Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
0 |
|
- |
Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
0 |
|
- |
Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
Cl. 8.1 Table 3(TS/YS Ratio) |
- |
0 |
|
- |
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
0 |
|
- |
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
0 |
|
- |
Cl. 8.1 Table 3(Maximum Extension) |
- |
0 |
|
- |
Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
0 |
|
- |
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
0 |
|
- |
Cl. 4.3(Visual Inspection.) |
- |
0 |
|
- |
Cl. 5.2(Surface Characteristics) |
- |
0 |
|
- |
Clause 9.4(Rebend Test) |
- |
0 |
|
- |
Clause 6.3(Effective Cross-sectional Area) |
- |
0 |
|
- |
Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
0 |
|
- |
Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
Cl 8.1(UTM) |
- |
0 |
|
- |
Cl 7.2(Weight) |
- |
0 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
Cl 7.2(Weight) |
- |
0 |
|
- |
Cl 8.1(UTM) |
- |
0 |
|
- |
Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
13(Identification and marking) |
- |
0 |
|
- |
5.7(Pull-out test - IS:2770(P1)) |
- |
0 |
|
- |
7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
0 |
|
- |
8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
0 |
|
- |
4.3(Rolling and cold working of bars/wire) |
- |
0 |
|
- |
7.1(Specified length) |
- |
0 |
|
- |
9.1(Preparation of test sample) |
- |
0 |
|
- |
9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
0 |
|
- |
9.5(Retest) |
- |
0 |
|
- |
12(Inspection) |
- |
0 |
|
- |
Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
0 |
|
- |
Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
0 |
|
- |
Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
0 |
|
- |
1() |
- |
0 |
|
- |
|
08 May, 2028 |
- Included w.e.f.07.07.2025 |
15 |
IS 636 (2018) |
Non - Percolating flexible fire fighting delivery hose - Specification (Fourth Revision) |
Type 1, Type 2 & Type 3 |
30500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 6.1.1(Inner lining shall be of rubber or rubberized fabric lining which is generally smooth and practically free
from pitting and other imperfections) |
- |
500 |
|
For Type 1 Rs. 25500/-, Type 2 Rs. 28500 & Type 3 Rs. 48500 |
Cl 6.1.2(Externally applied elastomeric coating or
covering of the reinforcement, if present shall be
generally smooth and practically free from pitting and
other imperfections) |
- |
1000 |
|
- |
Cl 6.1.3(The jacket shall be practically free from dirt, knots,
lumps, irregularities of the yarn and other visible defects.) |
- |
500 |
|
- |
Cl.6.2(The internal diameter of the hose shall be measured by
a suitable conical plug gauge and shall conform to the
specified diameter with a tolerance of plus 2 and minus
0.0 mm.) |
- |
1000 |
|
- |
Cl.6.3(Unless specified otherwise, the standard length shall
be 30 m. Unless otherwise specified, a tolerance of ± 2
percent shall be permitted on the length prescribed for
the hose by the purchaser but the total of all lengths of
hose supplied shall be not less than the total quantity
specified by the purchaser.) |
- |
1000 |
|
- |
Cl.6.4(The average mass of hose per meter of 2 m length,
without couplings attached, shall not be more than that
prescribed in Table 1. For the determination of mass,
sample of the hose shall be conditioned at 27 ± 2°C and
65 ± 5 percent relative humidity for a period of at least
48 h and then shall be weighed under the same conditions.) |
- |
2000 |
|
- |
Cl.6.5(For 30 m length of dry hose without couplings, the coil
diameter shall not exceed 45 cm for Type 1, 50 cm for
Type 2 and 55 cm for Type 3.) |
- |
1500 |
|
- |
Cl.6.6(Each hose length shall be subjected to an internal hydraulic pressure of 23 kgf/cm² in accordance with 8.1 of IS 443
(Part 3) increasing the pressure at the rate not exceeding
10 kgf/cm² per min and maintaining it for 1 min. Within
this 1 min, the hose shall neither develop any leakage or
sweating, nor shall any thread in the jacket break.) |
- |
15000 |
|
- |
Cl.6.7(A test length of hose, 1 m clear of fittings when
subjected to an internal hydraulic pressure in
accordance with 8.3 of IS 443 (Part 3) while increasing
the pressure at the rate not exceeding 10 kgf/cm2 per
min shall not burst or show leakage before a pressure
of 38 kgf/cm2 is reached) |
- |
15000 |
|
- |
Cl.6.8(There shall be no sign of leakage or rupture and no thread in the jacket shall break after retaining the internal hydraulic pressure of 23 kgf/cm2 for 30 seconds.) |
- |
15000 |
|
- |
Cl.6.9(The increase in length shall not exceed 6 percent at an internal hydraulic pressure of 10 kgf/cm2 for 2 minutes.) |
- |
1000 |
|
- |
Cl.6.10(The increase in diameter shall not be more than 10% at an internal hydraulic pressure of 10 kgf/cm2 for 2 minutes.) |
- |
1000 |
|
- |
Cl 6.11 (Adhesion (Cl. 6.11.1))(Rate of separation shall not exceed 25 mm/min 1) Cover) |
- |
2000 |
|
- |
Cl 6.11 (Adhesion (Cl. 6.11.1))(Rate of separation shall not exceed 25 mm/min 2) Jet) |
- |
2000 |
|
- |
Cl.6.11 Acccleraled Ageing Test (Cl. 6.11.2) - 1)(After ageing, there shall be no tackiness on the surface of lining or the surface of the cover. ) |
- |
2000 |
|
- |
Cl.6.11 Acccleraled Ageing Test (Cl. 6.11.2) - 2)(shall meet the requirements. given in Cl.6.7 (A test length of hose, 1 m clear of fittings when
subjected to an internal hydraulic pressure in
accordance with 8.3 of IS 443 (Part 3) while increasing
the pressure at the rate not exceeding 10 kgf/cm2 per
min shall not burst or show leakage before a pressure
of 38 kgf/cm2 is reached)) |
- |
2000 |
|
- |
Cl.6.11 Acccleraled Ageing Test (Cl. 6.11.2) - 3)(Rate of separation shall not exceed 25 mm/min 1) Cover) |
- |
2000 |
|
- |
Cl.6.11 Acccleraled Ageing Test (Cl. 6.11.2) - 3)(Rate of separation shall not exceed 25 mm/min 2) Jet) |
- |
2000 |
|
- |
Cl.6.12(When determined by the method described in Annex C,
the average number of cycles completed before bursting
of three test pieces, shall not be less than the value
specified in Table 2.) |
- |
2500 |
|
- |
Cl.6.13(When tested in accordance with Annex D, the amount
of moisture absorbed shall not exceed 0.20 kg/m2 for
Type 2 hoses and 0.02 kg/m2 for Type 3 hoses.) |
- |
2000 |
|
- |
Cl.6.14(When tested by the method described in Annex E, none
of the test samples shall burst at less than 8 s of the
application of the hot cube for Type 2 and 20 s for
Type 3 hose.) |
- |
5000 |
|
- |
Cl.6.15 (1)(The length shall be laid horizontally and
the central fully immersed portion of the hose shall be
visually examined for any swelling of rubber,
weathering and cracking in the rubber lining) |
- |
5000 |
|
- |
Cl.6.15 (2)(Rate of separation shall not exceed 25 mm/min 1) Cover) |
- |
5000 |
|
- |
Cl.6.15 (2)(Rate of separation shall not exceed 25 mm/min 2) Jet) |
- |
5000 |
|
- |
Cl.6.16(When tested by the method prescribed in
IS 443 (Part 1), the lining (for Types 1, 2 and 3) and
cover (for Type 3 only) of the hose shall neither develop
cracking nor crazing when seen under X2
magnification, except at the cut edges of the hose) |
- |
22000 |
|
For Cl.6.16 Ozone Resistance test Rs. 22000/- |
Cl.6.17(When tested in accordance with Annex F, at a test
temperature of, at a test temperature of 300 ± 10°C for
Types 1 and 2, and 400 ± 10° C for Type 3, in none of
the four tests shall the test piece show signs of leakage
within 120 s from the application of the filament rod or
on removal of this filament rod after the specified period) |
- |
15000 |
|
- |
Cl.6.18(When tested in accordance with Annex H, the pressure
loss per 23 m length shall not exceed the values specified
in Table 3 at the specified flow rate and inlet pressure
(Recommendations for pressure testing of hoses in
service are given at Annex G).) |
- |
10000 |
|
- |
|
08 May, 2028 |
- Included w.e.f.19.05.2025 |
16 |
IS 4308 (2019) |
Dry Chemical Powders for Fire Fighting — BC, ABC and D Types — Specification ( Third Revision ) |
- |
48500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 5 Table 1(i)(Main Chemical constituent-Sodium/Potassium
bicarbonate
) |
- |
10000 |
|
- |
Clause 5 Table 1(iii)(Apparent density (Declared value by
the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(iv)(Particle size / sieve analysis (Declared value by
the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(vi)(Water repellency) |
- |
10000 |
|
- |
Clause 5 Table 1(vii)(Moisture content) |
- |
10000 |
|
- |
Clause 5 Table 1(viii)(Rate of flow) |
- |
10000 |
|
- |
Clause 5 Table 1(ix)(Foam compatibility (required if declared by the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(x)(Fire test) |
- |
40000 |
|
- |
Clause 5 Table 1(xi)(Temperature resistance test) |
- |
10000 |
|
- |
Clause 5 Table 1(xii)(colour) |
- |
5000 |
|
- |
Clause 5 Table 1(i)(Main chemical constituent-(Monoammonuim
phosphate)) |
- |
10000 |
|
- |
Clause 5 Table 1(iii)(Apparent density (Declared value by
the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(iv)(Particle size / sieve analysis (Declared value by
the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(vi)(Water repellency) |
- |
10000 |
|
- |
Clause 5 Table 1(vii)(Moisture content) |
- |
10000 |
|
- |
Clause 5 Table 1(viii)(Rate of flow) |
- |
10000 |
|
- |
Clause 5 Table 1(ix)(Foam compatibility (required if declared by the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(x)(Fire test) |
- |
40000 |
|
- |
Clause 5 Table 1(xi)(Temperature resistance test) |
- |
10000 |
|
- |
Clause 5 Table 1(xii)(colour) |
- |
5000 |
|
- |
Clause 5 Table 1(i)(Main chemical constituent(Eutectic mixture of
chlorides of sodium,
potassium and barium)) |
- |
10000 |
|
- |
Clause 5 Table 1(iii)(Apparent density (Declared value by
the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(iv)(Particle size / sieve analysis (Declared value by
the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(vi)(Water repellency) |
- |
10000 |
|
- |
Clause 5 Table 1(vii)(Moisture content) |
- |
10000 |
|
- |
Clause 5 Table 1(viii)(Rate of flow) |
- |
10000 |
|
- |
Clause 5 Table 1(x)(Fire test) |
- |
40000 |
|
- |
Clause 5 Table 1(xi)(Temperature resistance test) |
- |
10000 |
|
- |
Clause 5 Table 1(xii)(colour) |
- |
5000 |
|
- |
Clause No. 5, Sr. No. XII of Table 1(Colour of 'D' Powder) |
- |
1000 |
|
- |
Clause No. 5, Sr. No. XII of Table 1(Colour of 'BC' Powder) |
- |
1000 |
|
- |
Clause No. 5, Sr. No. XII of Table 1(Colour of 'ABC' Powder) |
- |
1000 |
|
- |
Clause No. 5, Sr. No. XI of Table 1, Annex-K(Temperature Resistance Test) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. X of Table 1, Annex-J(Fire test for Class 'D') |
- |
40000 |
|
- |
Clause No. 5, Sr. No. X of Table 1, Annex-J(Fire test for Class 'B') |
- |
40000 |
|
- |
Clause No. 5, Sr. No. X of Table 1, Annex-J(Fire test for Class 'A') |
- |
40000 |
|
- |
Clause No. 5, Sr. No. IX of Table 1, Annex-H(Foam Compatibility) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. VIII of Table 1, Annex-G(Rate of flow/ Free flowing Characteristic for Class D Powder) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. VIII of Table 1, Annex-G(Rate of flow/ Free flowing Characteristic) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. VII of Table 1, Annex-F(Moisture Content) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. VI of Table 1, Annex-E(Water Repellency) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. V of Table 1, Annex-D(Hygroscopicity) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. IV of Table 1, Annex-C(Particle Size/ Sieve Analysis) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. III of Table 1, Annex-B(Aparent Denisty) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. II of Table 1, Annex-A(Minimum Main Chemical Constituent for D Powder) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. II of Table 1, Annex-A(Minimum Main Chemical Constituent for BC Powder) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. II of Table 1, Annex-A(Minimum Main Chemical Constituent for ABC Powder) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. I of Table 1, Annex-A(Main Chemical Constituent for D Powder) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. I of Table 1, Annex-A(Main Chemical Constituent for BC Powder) |
- |
10000 |
|
- |
Clause No. 5, Sr. No. I of Table 1, Annex-A(Main Chemical Constituent of ABC Powder) |
- |
10000 |
|
- |
Clause 5 Table 1(iv)(Particle size / sieve analysis (Declared value by the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(i)(Minimum main chemical constituent) |
- |
10000 |
|
- |
Clause 5 Table 1(iii)(Apparent density (Declared value by the manufacturer)) |
- |
10000 |
|
- |
Clause 5 Table 1(v)(Hygroscopicity) |
- |
10000 |
|
- |
Clause 5 Table 1(vi)(Water repellency) |
- |
10000 |
|
- |
Clause 5 Table 1(vii)(Moisture Content) |
- |
10000 |
|
- |
Clause 5 Table 1(xii)(Colour) |
- |
5000 |
|
- |
|
08 May, 2028 |
- included w.e.f.01.08.2025 |
17 |
IS 3614 (2021) |
Specification of Fire Doors and Assembly First Revision of IS 3614 Parts 1 2 |
- |
260000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Integrity, Insulation) |
- |
100000 |
|
- |
Cl 7.2.2(SIZE (width)) |
- |
10000 |
|
- |
Cl 7.2.2(SIZE (Height)) |
- |
10000 |
|
- |
Cl 7.3.2(SIZE (width)) |
- |
10000 |
|
- |
Cl 7.3.2(SIZE (Height)) |
- |
10000 |
|
- |
Cl 7.4.2(SIZE (width)) |
- |
10000 |
|
- |
Cl 7.4.2(SIZE (Height)) |
- |
10000 |
|
- |
Cl 7.5.2(SIZE (width)) |
- |
10000 |
|
- |
Cl 7.5.2(SIZE (Height)) |
- |
10000 |
|
- |
7.3.1(MOISTURE CONTENT) |
- |
10000 |
|
- |
7.2.7(Vision Pane (Uninsulated door) Width) |
- |
10000 |
|
- |
7.2.7(Vision Pane (Uninsulated door) Height) |
- |
10000 |
|
- |
7.2.7(Vision Pane (Insulated door) Width) |
- |
10000 |
|
- |
7.2.7(Vision Pane (Insulated door) Height) |
- |
10000 |
|
- |
7.3.4(Vision Pane (Width)) |
- |
10000 |
|
- |
7.3.4(Vision Pane (Height)) |
- |
10000 |
|
- |
Cl-7.2.1(Material) |
- |
10000 |
|
- |
Cl-7.2.4(Fire Door Frames) |
- |
10000 |
|
- |
Cl-7.2.5(Door Leaf) |
- |
10000 |
|
- |
Cl-7.2.8(Louvres) |
- |
10000 |
|
- |
Cl-7.2.9(Builder’s Hardware) |
- |
10000 |
|
- |
Cl-7.4.3(Construction) |
- |
10000 |
|
- |
Cl-7.4.5(Operator) |
- |
10000 |
|
- |
Cl-7.5.1(Material) |
- |
10000 |
|
- |
Cl-7.5.3(Construction of Sliding Door Leaf) |
- |
10000 |
|
- |
Cl-11.3.1(Walls) |
- |
10000 |
|
- |
Cl-11.4.1(Closing Devices) |
- |
10000 |
|
- |
Cl-11.4.2(Releasing Devices) |
- |
10000 |
|
- |
Cl-11.4.3(Hardware) |
- |
10000 |
|
- |
Cl-6(VISION PANE ON FIRE DOORS) |
- |
100000 |
|
- |
Cl-7.2.3(Construction) |
- |
10000 |
|
- |
Cl-7.2.6(Intumescent Seal) |
- |
10000 |
|
- |
Cl-7.3.6(Builder’s Hardware) |
- |
10000 |
|
- |
Cl-7.4.4(General Requirement of Fire Rated Rolling
Shutter) |
- |
100000 |
|
- |
Cl-7.5.4(General Requirement of Fire Rated Sliding Door) |
- |
100000 |
|
- |
Cl-7.6(General Requirement of Fire Doors) |
- |
100000 |
|
- |
Cl-7.3.3(Construction) |
- |
10000 |
|
- |
Cl-7.4(Avg closing speed of fire rated rolling shutters) |
- |
10000 |
|
- |
|
08 May, 2028 |
- Included w.e.f.01.08.2025 |
18 |
IS 16018 (2012) |
Wheeled fire extinguishers - Performance and construction - Specification |
- |
225000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 8.4.1.1(Sulphur) |
- |
500 |
|
- |
Clause 8.4.1.1(Phosphorus) |
- |
500 |
|
- |
Clause 8.4.1.1(Carbon) |
- |
500 |
|
- |
Clause 8.4.2.2(Carbon) |
- |
500 |
|
- |
Cl 4(Types of Wheeled Fire Extinguishers) |
- |
1000 |
|
- |
Cl 5.3(Fill Density) |
- |
10000 |
|
- |
Cl 5.4(Filling Tolerance) |
- |
10000 |
|
- |
Cl 5.5.1(Nominal Charge) |
- |
10000 |
|
- |
Cl 6.1(Operating Temperature) |
- |
10000 |
|
- |
Cl 6.2.1(Effective Discharge Time) |
- |
10000 |
|
- |
Cl 6.2.2(Bulk Range) |
- |
10000 |
|
- |
Cl 6.3(Resistance To Temperature Changes) |
- |
10000 |
|
- |
Cl 6.5(Intermittent Discharge Test) |
- |
10000 |
|
- |
Cl 7.5.1(Resistance to Impact) |
- |
10000 |
|
- |
Cl 7.5.2(Resistance to Vibration) |
- |
10000 |
|
- |
Cl 7.6(Resistance to Corrosion) |
- |
10000 |
|
- |
Cl 7.7(Tapping Test) |
- |
10000 |
|
- |
Cl 7.8(Intermittent Discharge Test) |
- |
10000 |
|
- |
Cl 8.1(Rating Sutability for Various Classes of Fire) |
- |
10000 |
|
- |
Cl 9.1(High Pressure Extinguishers) |
- |
25000 |
|
- |
Cl 9.1.1(Pressure Cycling Test) |
- |
10000 |
|
- |
Cl 9.2(Low Pressure Extinguishers) |
- |
50000 |
|
- |
Cl 9.2.5(Welded Low Carbon Steel Cylinder) |
- |
500 |
|
- |
Cl 9.2.6(Stainless Steel Cylinder) |
- |
500 |
|
- |
Cl 9.2.7(Aluminium Cylinder) |
- |
500 |
|
- |
Cl 9.3(Carrying Handle) |
- |
10000 |
|
- |
Cl 9.4(Mounting) |
- |
10000 |
|
- |
Cl 9.5(Caps, Valves and Closures) |
- |
10000 |
|
- |
Cl 9.8.2(Requirements for Normally Pressurized Components) |
- |
10000 |
|
- |
Cl 9.8.4(Impact Resistance) |
- |
10000 |
|
- |
Cl 9.8.5(Normally Non Pressurized Components) |
- |
10000 |
|
- |
Cl 9.8.6(Test for Exposure to Extinguishing Medium) |
- |
10000 |
|
- |
Cl 9.9(Hose Assemblies) |
- |
10000 |
|
- |
Cl 9.11(Safety Locking Devices) |
- |
10000 |
|
- |
Cl 9.12.1(General ) |
- |
10000 |
|
- |
Cl 9.13(Water Based Extinguishers) |
- |
10000 |
|
- |
Cl 10.1(Colour) |
- |
500 |
|
- |
9.1(Colour) |
- |
500 |
|
- |
8.18.3(Hose Retaining Unit) |
- |
10000 |
|
- |
8.18.2(Mobility) |
- |
10000 |
|
- |
8.18.1(Carriage Assembly) |
- |
10000 |
|
- |
8.17(Dip tubes and Filters for water based Extinguisher) |
- |
10000 |
|
- |
8.15(Safety Locking Devices) |
- |
10000 |
|
- |
8.14(Method of operation for gas cartridge type extinguishers) |
- |
10000 |
|
- |
8.14(Method of operation for carbon dioxide extinguishers) |
- |
10000 |
|
- |
8.13.3(Load test on discharge horn) |
- |
10000 |
|
- |
8.13.2(Requirement to prevent loosening or detachment) |
- |
10000 |
|
- |
8.13.1(Horn of carbon dioxide extinguisher) |
- |
10000 |
|
- |
8.12(Control valve test) |
- |
10000 |
|
- |
8.11.3(Requirement of burst pressure of hose assemblies for carbon dioxide fire extinguishers) |
- |
10000 |
|
- |
8.11.3(Requirement of burst pressure of hose assemblies for except carbon dioxide fire extinguishers) |
- |
10000 |
|
- |
8.11.2(Requirement of hose and coupling system) |
- |
10000 |
|
- |
8.11.1(Requirement of the Discharge Assemblies) |
- |
10000 |
|
- |
8.9.2(Leakage Test) |
- |
10000 |
|
- |
8.8(Safety and Anti-overfill devices) |
- |
10000 |
|
- |
8.7.6(Requirement of edges and surfaces) |
- |
10000 |
|
- |
8.7.5(Requirement of burst test of cap,valve and closure) |
- |
10000 |
|
- |
8.7.4(Requirement of collar) |
- |
10000 |
|
- |
8.7.3(Requirement of filling opening diameter) |
- |
10000 |
|
- |
8.7.2(Requirement of threaded connections on cylinder) |
- |
10000 |
|
- |
8.7.1(Caps valves and closure) |
- |
10000 |
|
- |
8.6(Minimum wall thickness of the cylinder) |
- |
1000 |
|
- |
8.3.3(Pressure cycling Test) |
- |
10000 |
|
- |
8.3.2(Deformation Test) |
- |
10000 |
|
- |
8.3.1(Burst Test) |
- |
10000 |
|
- |
8.2(High Pressure Cylinder) |
- |
25000 |
|
- |
8.1.7(Drain Plug) |
- |
10000 |
|
- |
8.1.6(Thread of Plastic Components) |
- |
10000 |
|
- |
8.1.4(Construction Requirement) |
- |
10000 |
|
- |
8.1.3(Requirement of Welding) |
- |
10000 |
|
- |
8.1.2(Leakage Observation during conditioning Test) |
- |
10000 |
|
- |
7.2(Class 'B' Fire Test 233B) |
- |
76000 |
|
Rs. 45000/- (except fire performance test) For B - Class: 8B-Rs. 4500/- 13B-Rs. 5000/- 21B-Rs. 6000/- 34B-Rs. 26000/- 55B-Rs. 33000/- 70B-Rs. 39000/- 89B-Rs. 44000/- 113B-Rs. 49000/- 144B-Rs. 58000/- 183B-Rs. 67500/- 233B-Rs. 76000/- |
7.2(Class 'B' Fire Test 183B) |
- |
67500 |
|
- |
7.2(Class 'B' Fire Test 144B) |
- |
58000 |
|
- |
7.2(Class 'B' Fire Test 113B) |
- |
49000 |
|
- |
7.2(Class 'B' Fire Test 89B) |
- |
44000 |
|
- |
7.2(Class 'B' Fire Test 70B) |
- |
39000 |
|
- |
7.2(Class 'B' Fire Test 55B) |
- |
33000 |
|
- |
7.2(Class 'B' Fire Test 34B) |
- |
26000 |
|
- |
7.2(Class 'B' Fire Test 21B) |
- |
6000 |
|
- |
7.2(Class 'B' Fire Test 13B) |
- |
5000 |
|
- |
7.2(Class 'B' Fire Test 8B) |
- |
4500 |
|
- |
7.2(Class 'A' Fire Test 20A) |
- |
68000 |
|
For A - Class Fire Performance Test: 3A-Rs. 15000/- 4A-Rs. 22000/- 6A-Rs. 28000/- 10A A-Rs. 39000/- 15A-Rs. 50000/- 20A-Rs. 68000/- |
7.2(Class 'A' Fire Test 15A) |
- |
50000 |
|
- |
7.2(Class 'A' Fire Test 10A) |
- |
39000 |
|
- |
7.2(Class 'A' Fire Test 6A) |
- |
28000 |
|
- |
7.2(Class 'A' Fire Test 4A) |
- |
22000 |
|
- |
7.2(Class 'A' Fire Test 3A) |
- |
15000 |
|
- |
7.2(Class 'A' Fire Test 2A) |
- |
10000 |
|
- |
7.2(Class 'A' Fire Test 1A) |
- |
7000 |
|
- |
6.7.4(Displaced Test) |
- |
10000 |
|
- |
6.7.3(Nozzle Drop Test) |
- |
10000 |
|
- |
6.7.2(Durability test of trailer mounted fire extinguisher) |
- |
10000 |
|
- |
6.7.1(Observation of Durability Test after Nozzle Drop Test and Displaced Test) |
- |
10000 |
|
- |
6.6.2(Internal Corrosion Test) |
- |
10000 |
|
- |
6.6.1(External Corrosion Test) |
- |
10000 |
|
- |
6.4(Retention of charge) |
- |
10000 |
|
- |
5.5.2(Gross Mass) |
- |
10000 |
|
- |
3.16 and 8.1.1(Determination of maximum service pressure) |
- |
10000 |
|
- |
3.19 and 8.3(Determination of Service Pressure) |
- |
10000 |
|
- |
Cl no 4(16018 :2012) |
- |
10000 |
|
- |
Cl no 5.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 5.4(16018 :2012) |
- |
10000 |
|
- |
Cl no 5.5.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 5.5.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.2.1 & 6.2.1.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.2.2 & 6.2.2.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.3 & 6.3.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.4(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.5(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.6.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.6.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.7(16018 :2012) |
- |
10000 |
|
- |
Cl no 7.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.3.1(16018 :2012 Burst test) |
- |
10000 |
|
- |
Cl no 8.3.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.3.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.4.1(Welded low carbon steel) |
- |
10000 |
|
- |
Cl no 8.4.2.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.6(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.4(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.5(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.6(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.8.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.8.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.9.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.12(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.13.1 to 8.13.3(Horn for Carbon Di-oxide
Extinguishers) |
- |
10000 |
|
- |
Cl no 8.14(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.15(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.17(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.18.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.18.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.18.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 9.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 9.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 4(16018 :2012) |
- |
10000 |
|
- |
Cl no 5.4(16018 :2012) |
- |
10000 |
|
- |
Cl no 5.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 5.5.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 5.5.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.2.1 & 6.2.1.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.2.2 & 6.2.2.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.3 & 6.3.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.4(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.5(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.6.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.6.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 6.7(16018 :2012) |
- |
10000 |
|
- |
Cl no 7.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.3.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.3.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.3.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.4.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.4.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.6(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.4(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.5(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.7.6(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.8.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.9.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.11.1 to 8.11.3(Discharge assembly) |
- |
10000 |
|
- |
Cl no 8.12(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.13.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.14(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.15(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.17(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.18.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.18.2(16018 :2012) |
- |
10000 |
|
- |
Cl no 8.18.3(16018 :2012) |
- |
10000 |
|
- |
Cl no 9.1(16018 :2012) |
- |
10000 |
|
- |
Cl no 9.2(16018 :2012) |
- |
10000 |
|
- |
8.10.5(Exposure to extinguishing agent test) |
- |
10000 |
|
- |
8.10.1.4(Requirements of plastic components (Impact test)) |
- |
10000 |
|
- |
8.19(Gasket and O-rings) |
- |
10000 |
|
- |
Cl-8.4.2(Stainless steel cylinder) |
- |
10000 |
|
- |
Cl-8.4.3(Carbon dioxide
extinguisher) |
- |
10000 |
|
- |
Cl-8.5(Aluminium cylinder) |
- |
10000 |
|
- |
cl-8.9.1(Low pressure cylinder) |
- |
10000 |
|
- |
7.3(Class B and Class C Fire Tests) |
- |
200000 |
|
- |
Cl-7.2 (Amendment -1)(Class A, Class B and Class C Fire Test) |
- |
200000 |
|
- |
Cl 9.14(Special Requirements for CO2 Extinguishers) |
- |
10000 |
|
- |
|
08 May, 2028 |
- Included w.e.f.01.08.2025
Exclusion
Cl 6.8 (electrical conductivity of extinguisher discharge)
Cl 8.16 (pressure gauges for low pressure extinguishers) |
19 |
IS 15683 (2018) |
Portable Fire Extinguishers — Performance and Construction — Specification ( First Revision ) |
- |
291800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 5.3.1(Filling Requirements) |
- |
10000 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
10000 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
10000 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
10000 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
10000 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
10000 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
10000 |
|
- |
Cl. 5.3.3(Capacities) |
- |
10000 |
|
- |
Cl. 5.3.3(Capacities) |
- |
10000 |
|
- |
Cl. 5.3.3(Capacities) |
- |
10000 |
|
- |
Cl. 5.3.3(Capacities) |
- |
10000 |
|
- |
Cl. 5.3.3(Capacities) |
- |
10000 |
|
- |
Cl. 5.3.3(Capacities) |
- |
10000 |
|
- |
Cl. 6(PRESSURE REQUIREMENTS FOR LOW PRESSURE EXTINGUISHERS) |
- |
10000 |
|
- |
Cl. 6(PRESSURE REQUIREMENTS FOR LOW PRESSURE EXTINGUISHERS) |
- |
10000 |
|
- |
Cl. 7.1(GENERAL OPERATING PERFORMANCE REQUIREMENTS) |
- |
10000 |
|
- |
Cl. 7.2 - Table 1(GENERAL OPERATING PERFORMANCE REQUIREMENTS) |
- |
10000 |
|
- |
Cl. 7.2 - Table 1(GENERAL OPERATING PERFORMANCE REQUIREMENTS) |
- |
10000 |
|
- |
Cl. 7.3(Resistance to Temperature changes) |
- |
10000 |
|
- |
Cl 7.4.3( Leakage Test) |
- |
10000 |
|
- |
Cl 7.5.1(Impact Resistance Test) |
- |
10000 |
|
- |
Cl 7.5.2(Vibration Resistance Test) |
- |
10000 |
|
- |
Cl 7.6(Resistance to Corrosion) |
- |
10000 |
|
- |
Cl 7.7(Tapping Test) |
- |
10000 |
|
- |
Cl 7.8(Intermittent Discharge Test) |
- |
10000 |
|
- |
Cl 7.8(Intermittent Discharge Test) |
- |
10000 |
|
- |
Cl 8.1(Rating Suitability for the Various Classes of Fire) |
- |
10000 |
|
- |
Cl 9(CONSTRUCTION REQUIREMENTS) |
- |
10000 |
|
- |
Cl 9.2.2(Burst Test) |
- |
10000 |
|
- |
Cl 9.2.3(Crushing Test) |
- |
10000 |
|
- |
Cl 9.2.4(Pressure Cycling Test) |
- |
10000 |
|
- |
Cl 9.2.5(Welded Low Carbon Steel Cylinder) |
- |
10000 |
|
- |
Cl 9.2.6(Stainless Steel Cylinders) |
- |
10000 |
|
- |
Cl 9.2.7(Aluminium Cylinders) |
- |
10000 |
|
- |
Cl 9.3(Carrying Handle) |
- |
10000 |
|
- |
Cl 9.4(Mounting) |
- |
10000 |
|
- |
Cl 9.5(Caps, Valves and Closures) |
- |
10000 |
|
- |
Cl 9.7.1(Requirements for Plastics Components) |
- |
10000 |
|
- |
Cl 9.7.2(Requirements for Plastics Components) |
- |
10000 |
|
- |
Cl 9.7.3(Requirements for Plastics Components) |
- |
10000 |
|
- |
Cl 9.8(Hose Assemblies) |
- |
10000 |
|
- |
Cl 9.8(Hose Assemblies) |
- |
10000 |
|
- |
Cl 9.9 - Table 10(Method of Operation) |
- |
10000 |
|
- |
Cl 9.10(Safety-Locking Devices) |
- |
10000 |
|
- |
Cl 9.12(Dip-Tubes and Filters — Water-Based Extinguishers) |
- |
10000 |
|
- |
Cl 9.13(Horn Test for Carbon Dioxide (CO2) Extinguishers) |
- |
10000 |
|
- |
Cl 9.14(Requirements for Extinguishants Filled in the Extinguisher) |
- |
10000 |
|
- |
Cl 10(MARKING AND COLOUR) |
- |
10000 |
|
- |
9.6(Safety Device) |
- |
10000 |
|
- |
9.2.8(Composite Cylinder) |
- |
10000 |
|
- |
9.2.7(Measure Thickness of the cylinder (Aluminium body)) |
- |
10000 |
|
- |
9.2.6.3 (Measure Thickness of the cylinder (S.S. Body)) |
- |
10000 |
|
- |
9.2.6.1 & 9.2.6.2 (Carbon composition of stainless steel cylinder) |
- |
10000 |
|
- |
9.2.5.3, (Measure Thickness of the cylinder) |
- |
10000 |
|
- |
9.2.5.1 & 9.2.5.2(Composition of welded low carbon steel cylinders) |
- |
10000 |
|
- |
9.2.1.7(Construction requirement for the bottom of the extinguisher) |
- |
10000 |
|
- |
9.2.1.6(Type of threads on parts made of plastic component joining metal parts) |
- |
10000 |
|
- |
9.2.1.5(Cast Analysis Certifcate) |
- |
10000 |
|
- |
9.2.1.4(Construction requirement of Neck Ring) |
- |
10000 |
|
- |
9.2.1.3(Requirement of Welding) |
- |
10000 |
|
- |
9.2.1.2(Construction requirement for stand vertically upright position) |
- |
10000 |
|
- |
9.1(General Requirements of High Pressure Extinguisher) |
- |
10000 |
|
- |
8.1.5, 8.2.2(C) , 8.6, 8.7(Class F Splash Test) |
- |
50000 |
|
For F Class Fire Tests (Cl.8.6 & 8.7) For 5F-Rs. 2500/- For 15F-Rs. 6500/- For 25F-Rs. 11000/- For 75F-Rs. 30000/- |
8.1.4 & 8.5(Class D Test fire) |
- |
10000 |
|
- |
8.1.2, 8.2.2 b) & 8.4(Class B Fire Test) |
- |
414400 |
|
For B Class Fire Test (Cl.8.4) 8B-Rs. 3200/- 13B-Rs. 4200/- 21B-Rs. 5500/- 34B-Rs. 6500/- 55B-Rs. 35000/- 70B-Rs. 40000/- 89B-Rs. 50000/- 113B-Rs. 55000/- 144B-Rs. 65000/- 183B-Rs. 68000/- 233B-Rs. 82000/- |
8.1.1, 8.2.2 a) & 8.3(Class A Fire Test) |
- |
229000 |
|
For A Class Fire Test (Cl.8.3) 1A-Rs. 9000/- 2A-Rs. 11500/- 3A-Rs. 12500/- 4A-Rs. 18000/- 6A-Rs. 28000/- 10A A-Rs. 35000/- 15A-Rs. 45000/- 20A-Rs. 70000/- |
7.6.1(Internal Corrosion Test Test is applicable only for water based & clean agent PFEs) |
- |
10000 |
|
- |
7.6.1(External Corrosion Test for all types of extinguishers) |
- |
10000 |
|
- |
7.4.2(Leakage Test) |
- |
10000 |
|
- |
7.4.1.(Retention of charge following partial discharge) |
- |
10000 |
|
- |
6.2(Determination of Minimum Burst Pressure) |
- |
10000 |
|
- |
6.1(Determination of Test Pressure) |
- |
10000 |
|
- |
3.6 & 9.2.1.8(Determination of Maximum Service Pressure ) |
- |
10000 |
|
- |
3.5 & 9.2.1.1(Determination of Service Pressure ) |
- |
10000 |
|
- |
7.6.2(Internal Corrosion Test for Extinguishers Using Water-Based Medium and Clean Agent) |
- |
10000 |
|
- |
9.14.1(Content of Mono Ammonium Phosphate) |
- |
10000 |
|
- |
9.14.2(Content of Sodium Bicarbonate/Potassium Picarbonate for BC Powder) |
- |
10000 |
|
- |
9.14.3(Surface Tension of Foam Solution) |
- |
10000 |
|
- |
9.8.2(Requirement of hose and coupling system) |
- |
10000 |
|
- |
9.8.3("Requirement of Burst Pressure of Hose fitted with shut-off nozzle
") |
- |
10000 |
|
- |
9.8.3("Requirement of Burst Pressure of Hose fitted with shut-off nozzle
for CO2 Fire Extinguisher") |
- |
10000 |
|
- |
9.8.4(A hose assembly without a shut-off nozzle shall be capable of withstanding, without leakage, a pressure equal to the extinguisher test pressure i.e Max (1.43 × Pms , 35 bar) held for at least 30 seconds.) |
- |
10000 |
|
- |
9.10.2(Requirement of safety device material) |
- |
10000 |
|
- |
9.10.3, 9.10.4, 9.10.5 & 9.10.6(Requirement of safety-locking pin or other device) |
- |
10000 |
|
- |
Cl. 5.3.1(Filling Requirements) |
- |
0 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
0 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
0 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
0 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
0 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
0 |
|
- |
Cl. 5.3.2(Filling Requirements) |
- |
0 |
|
- |
Cl. 5.3.3(Capacities) |
- |
0 |
|
- |
Cl. 5.3.3(Capacities) |
- |
0 |
|
- |
Cl. 5.3.3(Capacities) |
- |
0 |
|
- |
Cl. 5.3.3(Capacities) |
- |
0 |
|
- |
Cl. 5.3.3(Capacities) |
- |
0 |
|
- |
Cl. 5.3.3(Capacities) |
- |
0 |
|
- |
Cl. 6(PRESSURE REQUIREMENTS FOR LOW PRESSURE EXTINGUISHERS) |
- |
0 |
|
- |
Cl. 6(PRESSURE REQUIREMENTS FOR LOW PRESSURE EXTINGUISHERS) |
- |
0 |
|
- |
Cl. 7.1(GENERAL OPERATING PERFORMANCE REQUIREMENTS) |
- |
0 |
|
- |
Cl. 7.2 - Table 1(GENERAL OPERATING PERFORMANCE REQUIREMENTS) |
- |
0 |
|
- |
Cl. 7.2 - Table 1(GENERAL OPERATING PERFORMANCE REQUIREMENTS) |
- |
0 |
|
- |
Cl. 7.3(Resistance to Temperature changes) |
- |
0 |
|
- |
Cl 7.4.3( Leakage Test) |
- |
0 |
|
- |
Cl 7.5.1(Impact Resistance Test) |
- |
0 |
|
- |
Cl 7.5.2(Vibration Resistance Test) |
- |
0 |
|
- |
Cl 7.6(Resistance to Corrosion) |
- |
0 |
|
- |
Cl 7.7(Tapping Test) |
- |
0 |
|
- |
Cl 7.8(Intermittent Discharge Test) |
- |
0 |
|
- |
Cl 7.8(Intermittent Discharge Test) |
- |
0 |
|
- |
Cl 8.1(Rating Suitability for the Various Classes of Fire) |
- |
0 |
|
- |
Cl 9(CONSTRUCTION REQUIREMENTS) |
- |
0 |
|
- |
Cl 9.2.2(Burst Test) |
- |
0 |
|
- |
Cl 9.2.3(Crushing Test) |
- |
0 |
|
- |
Cl 9.2.4(Pressure Cycling Test) |
- |
0 |
|
- |
Cl 9.2.5(Welded Low Carbon Steel Cylinder) |
- |
0 |
|
- |
Cl 9.2.6(Stainless Steel Cylinders) |
- |
0 |
|
- |
Cl 9.2.7(Aluminium Cylinders) |
- |
0 |
|
- |
Cl 9.3(Carrying Handle) |
- |
0 |
|
- |
Cl 9.4(Mounting) |
- |
0 |
|
- |
Cl 9.5(Caps, Valves and Closures) |
- |
0 |
|
- |
Cl 9.7.1(Requirements for Plastics Components) |
- |
0 |
|
- |
Cl 9.7.2(Requirements for Plastics Components) |
- |
0 |
|
- |
Cl 9.7.3(Requirements for Plastics Components) |
- |
0 |
|
- |
Cl 9.8(Hose Assemblies) |
- |
0 |
|
- |
Cl 9.8(Hose Assemblies) |
- |
0 |
|
- |
Cl 9.9 - Table 10(Method of Operation) |
- |
0 |
|
- |
Cl 9.10(Safety-Locking Devices) |
- |
0 |
|
- |
Cl 9.12(Dip-Tubes and Filters — Water-Based Extinguishers) |
- |
0 |
|
- |
Cl 9.13(Horn Test for Carbon Dioxide (CO2) Extinguishers) |
- |
0 |
|
- |
Cl 9.14(Requirements for Extinguishants Filled in the Extinguisher) |
- |
0 |
|
- |
Cl 10(MARKING AND COLOUR) |
- |
0 |
|
- |
9.6(Safety Device) |
- |
0 |
|
- |
9.2.8(Composite Cylinder) |
- |
0 |
|
- |
9.2.7(Measure Thickness of the cylinder (Aluminium body)) |
- |
0 |
|
- |
9.2.6.3 (Measure Thickness of the cylinder (S.S. Body)) |
- |
0 |
|
- |
9.2.6.1 & 9.2.6.2 (Carbon composition of stainless steel cylinder) |
- |
0 |
|
- |
9.2.5.3, (Measure Thickness of the cylinder) |
- |
0 |
|
- |
9.2.5.1 & 9.2.5.2(Composition of welded low carbon steel cylinders) |
- |
0 |
|
- |
9.2.1.7(Construction requirement for the bottom of the extinguisher) |
- |
0 |
|
- |
9.2.1.6(Type of threads on parts made of plastic component joining metal parts) |
- |
0 |
|
- |
9.2.1.5(Cast Analysis Certifcate) |
- |
0 |
|
- |
9.2.1.4(Construction requirement of Neck Ring) |
- |
0 |
|
- |
9.2.1.3(Requirement of Welding) |
- |
0 |
|
- |
9.2.1.2(Construction requirement for stand vertically upright position) |
- |
0 |
|
- |
9.1(General Requirements of High Pressure Extinguisher) |
- |
0 |
|
- |
8.1.5, 8.2.2(C) , 8.6, 8.7(Class F Splash Test) |
- |
0 |
|
- |
8.1.4 & 8.5(Class D Test fire) |
- |
0 |
|
- |
8.1.2, 8.2.2 b) & 8.4(Class B Fire Test) |
- |
0 |
|
- |
8.1.1, 8.2.2 a) & 8.3(Class A Fire Test) |
- |
0 |
|
- |
7.6.1(Internal Corrosion Test Test is applicable only for water based & clean agent PFEs) |
- |
0 |
|
- |
7.6.1(External Corrosion Test for all types of extinguishers) |
- |
0 |
|
- |
7.4.2(Leakage Test) |
- |
0 |
|
- |
7.4.1.(Retention of charge following partial discharge) |
- |
0 |
|
- |
6.2(Determination of Minimum Burst Pressure) |
- |
0 |
|
- |
6.1(Determination of Test Pressure) |
- |
0 |
|
- |
3.6 & 9.2.1.8(Determination of Maximum Service Pressure ) |
- |
0 |
|
- |
3.5 & 9.2.1.1(Determination of Service Pressure ) |
- |
0 |
|
- |
7.6.2(Internal Corrosion Test for Extinguishers Using Water-Based Medium and Clean Agent) |
- |
0 |
|
- |
9.14.1(Content of Mono Ammonium Phosphate) |
- |
0 |
|
- |
9.14.2(Content of Sodium Bicarbonate/Potassium Picarbonate for BC Powder) |
- |
0 |
|
- |
9.14.3(Surface Tension of Foam Solution) |
- |
0 |
|
- |
9.8.2(Requirement of hose and coupling system) |
- |
0 |
|
- |
9.8.3("Requirement of Burst Pressure of Hose fitted with shut-off nozzle
") |
- |
0 |
|
- |
9.8.3("Requirement of Burst Pressure of Hose fitted with shut-off nozzle
for CO2 Fire Extinguisher") |
- |
0 |
|
- |
9.8.4(A hose assembly without a shut-off nozzle shall be capable of withstanding, without leakage, a pressure equal to the extinguisher test pressure i.e Max (1.43 × Pms , 35 bar) held for at least 30 seconds.) |
- |
0 |
|
- |
9.10.2(Requirement of safety device material) |
- |
0 |
|
- |
9.10.3, 9.10.4, 9.10.5 & 9.10.6(Requirement of safety-locking pin or other device) |
- |
0 |
|
- |
|
08 May, 2028 |
- included w.e.f.01.08.2025
Exclusion
Cl 8.8 (Electrical conductivity of exinguisher discharge),
Cl 9.11(Requirement for pressure gauges and indicators for low-pressure extinguishers) |
20 |
IS 14333 (2022) |
Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent � Specification (First Revision) |
PE100, PE80, PE63 |
32000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
5000 |
|
- |
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
5000 |
|
- |
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
5000 |
|
- |
5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
5000 |
|
- |
5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
5000 |
|
- |
5.2.1.1, T2(Compound Density-IS 7328:2020) |
- |
5000 |
|
- |
5.2.1.1, T2("Compound carbon black -IS 2530:1963
content") |
- |
5000 |
|
- |
5.2.1.1, T2(Compound Toluene extract - Any Method) |
- |
5000 |
|
- |
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C)) |
- |
5000 |
|
- |
5.2.1.1, T2(Compound carbon black particle size- Any Method) |
- |
5000 |
|
- |
5.2.1.1, T2(Compound ash content - Any Method) |
- |
5000 |
|
- |
5.2.1.1, T2("Compound carbon black -IS 2530:1963
dispersion") |
- |
5000 |
|
- |
5.3(Density of Higher olefin - IS 7328:2020) |
- |
5000 |
|
- |
5.3(Olefin Constituents- 14333-2022) |
- |
5000 |
|
- |
5.3(Loading of Carbon Black - IS 2530:1963) |
- |
5000 |
|
- |
5.3(Ash content- Any Method) |
- |
5000 |
|
- |
5.3(Toluene extract - Any Method) |
- |
5000 |
|
- |
5.3("Maximum volatile matter -IS 4984:2016
(Annexure-C)") |
- |
5000 |
|
- |
5.3(Carbon black particle size - Any Method) |
- |
5000 |
|
- |
5.4(Antioxidant - Any Method) |
- |
5000 |
|
- |
6(Pipe Description - IS 14333-2022) |
- |
5000 |
|
- |
6.2(Colour- IS 14333-2022) |
- |
5000 |
|
- |
7.1(Visual Appearance- IS 14333-2022) |
- |
5000 |
|
- |
7.2(Length- IS 14333-2022) |
- |
5000 |
|
- |
7.3(Coiling- IS 14333-2022) |
- |
5000 |
|
- |
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
5000 |
|
- |
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
5000 |
|
- |
7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
5000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
5000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
5000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
5000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
5000 |
|
- |
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
5000 |
|
- |
8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
5000 |
|
- |
8.3(Carbon black content- IS 2530-1963) |
- |
5000 |
|
- |
8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
5000 |
|
- |
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
5000 |
|
- |
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
5000 |
|
- |
8.6(Density-IS 7328:2020) |
- |
5000 |
|
- |
8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
5000 |
|
- |
8.8,T5("Tensile - IS 4984-2016
(Annexure-H)") |
- |
5000 |
|
- |
8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
5000 |
|
- |
8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J)) |
- |
5000 |
|
- |
|
08 May, 2028 |
- Included w.e.f.13.05.2025 |
21 |
IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
1000 |
|
- |
Clause 7.3, Annex G(Average Breaking Load) |
- |
10000 |
|
- |
Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
10000 |
|
- |
Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
10000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
10000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
10000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
10000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
1000 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
1000 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
1000 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
1000 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
1000 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
1000 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
1000 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
1000 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
1000 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
1000 |
|
- |
Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
1000 |
|
- |
Clause 7.1.3
(Colour and Texture) |
- |
1000 |
|
- |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
1000 |
|
- |
Clause 7.1.1
(General Quality) |
- |
1000 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
1000 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
1000 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
1000 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
1000 |
|
- |
Clause 3.20(Spacer nibs) |
- |
1000 |
|
- |
10(Marking) |
- |
1000 |
|
- |
cl.5(Cement) |
- |
1000 |
|
- |
5.2(Mineral Admixture) |
- |
1000 |
|
- |
5.3(Chemical Admixtures) |
- |
1000 |
|
- |
5.4(Coarse and Fine
Aggregates) |
- |
1000 |
|
- |
5.5(Pigments) |
- |
1000 |
|
- |
5.6(Water) |
- |
1000 |
|
- |
|
08 May, 2028 |
- Included w.e.f 13.05.2025 |
22 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
- |
18000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
500 |
|
- |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
2000 |
|
- |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
5000 |
|
- |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
1000 |
|
- |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
1000 |
|
- |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
1000 |
|
- |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
1000 |
|
- |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
5000 |
|
- |
Cl.8.1(The internal and external surface of the pipes shall be
smooth and clean, and free from grooving and other
defects. The end shall be clearly cut and shall be square
with the axis of the pipe. The end may be chamfered
on the plain side.) |
- |
2000 |
|
- |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
2000 |
|
- |
Cl8.3(This test shall be carried out for socket end pipes only.
When tested by the method described in IS 12235
(Part 6), the test specimens shall not show blisters,
excessive delamination or cracking or signs of weld
line splitting.) |
- |
2000 |
|
- |
Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
2000 |
|
- |
Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
2000 |
|
- |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2000 |
|
- |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
5000 |
|
- |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
5000 |
|
Rs. 15000 for Type A
Rs. 18000 for Type B |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
5000 |
|
- |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
5000 |
|
- |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane) |
- |
5000 |
|
- |
8.6(Effect on Water Test) |
- |
5000 |
|
- |
14(Marking) |
- |
1000 |
|
- |
|
08 May, 2028 |
- - |
23 |
IS 12786 (2024) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification (first revision) |
- |
14500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-4.1(Material) |
- |
1000 |
|
- |
Cl-4.2(Carbon content of finished PE lateral pipe) |
- |
1000 |
|
- |
Cl-5.1(Dimensions of pipes and wall thicknesses) |
- |
1000 |
|
- |
Cl-6.0(Visual Appearance) |
- |
1000 |
|
- |
Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test) |
- |
1000 |
|
- |
Cl-7.1(Hydraulic Characteristics- quality acceptance test) |
- |
1000 |
|
- |
Cl-7.2(Reversion Test) |
- |
1000 |
|
- |
Cl-7.3(Tensile Test) |
- |
1000 |
|
- |
Cl-7.3.1(Test Piece) |
- |
1000 |
|
- |
Cl-7.3.2(Procedure) |
- |
1000 |
|
- |
Cl-7.4(Susceptibility to Environmental Stress Cracking) |
- |
1000 |
|
- |
Cl-8.0(Supply of pipes) |
- |
1000 |
|
- |
Cl-9.0(Coiling) |
- |
1000 |
|
- |
Cl-10.0(Sampling and criteria for conformity) |
- |
1000 |
|
- |
Cl-11(Marking) |
- |
1000 |
|
- |
3(Class of Pipe) |
- |
1000 |
|
- |
5.1 & Table 1(Dimensions of Pipes - Outside diameters) |
- |
1000 |
|
- |
5.1 & Table 1(Dimensions of Pipes - Wall thickness) |
- |
1000 |
|
- |
6(Visual Appearance) |
- |
1000 |
|
- |
7.1 & Table 2(Hydraulic Characteristics) |
- |
1000 |
|
- |
7.1 & Table 2(Hydraulic Characteristics) |
- |
1000 |
|
- |
7.2(Reversion Test) |
- |
100 |
|
- |
7.3(Tensile Strength) |
- |
100 |
|
- |
7.3(Elongation at Break) |
- |
100 |
|
- |
7.4(SusceptibiIity to Environmental Stress Cracking) |
- |
100 |
|
- |
4.2(a)(Carbon Black Content-IS 2530) |
- |
100 |
|
- |
4.2(b)(Carbon Black Dispersion-IS 2530) |
- |
100 |
|
- |
|
08 May, 2028 |
- - |
24 |
IS 15801 (2008) |
Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification |
- |
110000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4( Designation) |
- |
10000 |
|
- |
Cl 7(Dimensions Of Pipes) |
- |
10000 |
|
- |
Cl 8(Visual Appearance) |
- |
10000 |
|
- |
Cl 9.1(Hydraulic Characteristics) |
- |
10000 |
|
- |
Cl 9.2(Fusion Compatibility) |
- |
10000 |
|
- |
Cl 9.3(Reversion Test ) |
- |
10000 |
|
- |
Cl 9.4 & Annex B(Impact Strength) |
- |
10000 |
|
- |
Cl 9.5(Density) |
- |
10000 |
|
- |
Cl 9.6(Melt Flow Rate) |
- |
10000 |
|
- |
Cl 9.7(Carbon Black Content & Dispersion) |
- |
10000 |
|
- |
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing) |
- |
10000 |
|
- |
Cl 9.9(Opacity) |
- |
10000 |
|
- |
5(Colour) |
- |
10000 |
|
- |
|
08 May, 2028 |
- - |
25 |
IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
- |
21500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8(Physical requirments) |
- |
2000 |
|
- |
8.2(Physical requirments-Dimensions-Length) |
- |
2000 |
|
- |
8.2(Physical requirments-Dimensions-Height) |
- |
2000 |
|
- |
8.2(Physical requirments-Dimensions-Width) |
- |
2000 |
|
- |
8.3(Physical requirments- Block density) |
- |
2000 |
|
- |
8.4(Physical requirments- Compressive strength) |
- |
2000 |
|
- |
8.5(Thermal Conductivity) |
- |
10000 |
|
- |
8.6( Drying Shrinkage ) |
- |
2000 |
|
- |
8.4, 9.2 & 11.3(Indivisual Moisture Content) |
- |
2000 |
|
- |
8.4, 9.2 & 11.3(Indivisual Bulk density) |
- |
2000 |
|
- |
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength) |
- |
2000 |
|
- |
8.3 & 9.1(Indivisual Moisture Content) |
- |
2000 |
|
- |
8.3 & 9.1 Table 1(Indivisual Block Density) |
- |
2000 |
|
- |
3.2 & 8.2(Indivisual Height) |
- |
2000 |
|
- |
3.2 & 8.2(Indivisual Width) |
- |
2000 |
|
- |
3.2 & 8.2(Indivisual Length) |
- |
2000 |
|
- |
8.6, 9.4 & 11.5(Grade) |
- |
2000 |
|
- |
3.4(Special Faces) |
- |
2000 |
|
- |
3.3(Faces & Arises) |
- |
2000 |
|
- |
3.1(Shape) |
- |
2000 |
|
- |
8.1.1(General (Exposed wall construction)) |
- |
2000 |
|
- |
5(MA TEIUA.LS) |
- |
2000 |
|
- |
7(SURI'ACE TUTUU AND FINISH) |
- |
2000 |
|
- |
9.3(Thermal Conductivity) |
- |
10000 |
|
- |
15(Marking) |
- |
2000 |
|
- |
|
08 May, 2028 |
- - |
26 |
IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
- |
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1.2(Physical requirement) |
- |
1000 |
|
- |
6.1.3(Physical requirement) |
- |
1000 |
|
- |
6.1.4(Physical requirement) |
- |
1000 |
|
- |
6.2.1 & 7.1(VISUAL INSPECTION) |
- |
1000 |
|
- |
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
1000 |
|
- |
B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
1000 |
|
- |
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
1000 |
|
- |
B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
1000 |
|
- |
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
1000 |
|
- |
B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
1000 |
|
- |
Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
1000 |
|
- |
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
1000 |
|
- |
B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
1000 |
|
- |
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
1000 |
|
- |
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
1000 |
|
- |
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
1000 |
|
- |
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
1000 |
|
- |
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
1000 |
|
- |
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
1000 |
|
- |
B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
1000 |
|
- |
B-5(AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
1000 |
|
- |
B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
1000 |
|
- |
B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
1000 |
|
- |
B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) ) |
- |
1000 |
|
- |
B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
1000 |
|
- |
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
1000 |
|
- |
6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
1000 |
|
- |
6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
1000 |
|
- |
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
10000 |
|
- |
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens)) |
- |
10000 |
|
- |
6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
10000 |
|
- |
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
10000 |
|
- |
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
10000 |
|
- |
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
10000 |
|
- |
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
10000 |
|
- |
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
10000 |
|
- |
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
10000 |
|
- |
Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen )) |
- |
10000 |
|
- |
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
10000 |
|
- |
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
10000 |
|
- |
Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
10000 |
|
- |
Annex-G-7(AVERAGE BREAKING LOAD) |
- |
10000 |
|
- |
Cl. 6.2.2 Table 2(Overall Length) |
- |
1000 |
|
- |
6.2.4, Table 4(Water Absorption) |
- |
1000 |
|
- |
6.2.4, Table 4(Water Absorption) |
- |
1000 |
|
- |
6.2.4, Table 4(Water Absorption) |
- |
1000 |
|
- |
6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
6.2.2, Table 4(Length) |
- |
1000 |
|
- |
6.2.2, Table 4(Length) |
- |
1000 |
|
- |
6.2.2, Table 4(Length) |
- |
1000 |
|
- |
6.2.2, Table 4(Length) |
- |
1000 |
|
- |
6.2.2, Table 4(Length) |
- |
1000 |
|
- |
6.2.2, Table 4(Length) |
- |
1000 |
|
- |
6.2.2, Table 4(Length) |
- |
1000 |
|
- |
6.2.2, Table 4(Length) |
- |
1000 |
|
- |
10(Marking) |
- |
1000 |
|
- |
5(RAW MATERIAL) |
- |
1000 |
|
- |
10(MARKING) |
- |
1000 |
|
- |
|
08 May, 2028 |
- - |
27 |
IS 14333 (1996) |
High Density Polyethylene Pipe For Sewerage - |
PE100, PE80, PE63 |
32000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10(Marking) |
- |
5000 |
|
- |
3(Designation) |
- |
5000 |
|
- |
4(Colour) |
- |
5000 |
|
- |
6(Dimensions of pipes) |
- |
5000 |
|
- |
7(Visual Appearance) |
- |
5000 |
|
- |
8.1(Hydraulic characteristics) |
- |
5000 |
|
- |
8.2(Reversion) |
- |
5000 |
|
- |
8.3(Density) |
- |
5000 |
|
- |
8.4(Melt Flow Rate) |
- |
5000 |
|
- |
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
5000 |
|
- |
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
5000 |
|
- |
5.1(High Density Polyethylene) |
- |
5000 |
|
- |
5.2(Anti Oxident) |
- |
5000 |
|
- |
|
08 May, 2028 |
- - |
28 |
IS 15477 (2019) |
Adhesives for use with ceramic tiles and mosaics |
- |
19500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Classification) |
- |
1000 |
|
- |
5.1(Tensile Adhesion Strength ) |
- |
2000 |
|
- |
5.1(Tensile Adhesion Strength) |
- |
2000 |
|
- |
5.2(Shear Adhesion Strength ) |
- |
2000 |
|
- |
5.2(Shear Adhesion Strength) |
- |
2000 |
|
- |
5.2(Shear Adhesion Strength) |
- |
2000 |
|
- |
5.3(OpenTime) |
- |
2000 |
|
- |
5.4(Adjustment Time) |
- |
2000 |
|
- |
5.5(Slip (Required for Vertical Application Only)) |
- |
2000 |
|
- |
5.6(Deformability (Required for VerticalApplication Only)) |
- |
2000 |
|
- |
8.2(Marking) |
- |
1000 |
|
- |
|
08 May, 2028 |
- - |
29 |
IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
- |
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1000 |
|
- |
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1000 |
|
- |
5.4.2(a)( Aggregates Impact Value) |
- |
1000 |
|
- |
5.4.2(b)( Aggregates Impact Value) |
- |
1000 |
|
- |
5.4.3(a)( Aggregate Abrasion Value) |
- |
1000 |
|
- |
5.4.3(b)( Aggregate Abrasion Value) |
- |
1000 |
|
- |
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate) |
- |
1000 |
|
- |
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
1000 |
|
- |
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
1000 |
|
- |
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
1000 |
|
- |
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
1000 |
|
- |
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
1000 |
|
- |
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
1000 |
|
- |
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
1000 |
|
- |
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
1000 |
|
- |
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
1000 |
|
- |
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class) |
- |
1000 |
|
- |
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size) |
- |
1000 |
|
- |
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve) |
- |
1000 |
|
- |
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve) |
- |
1000 |
|
- |
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve) |
- |
1000 |
|
- |
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
1000 |
|
- |
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
1000 |
|
- |
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
1000 |
|
- |
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
1000 |
|
- |
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) |
- |
1000 |
|
- |
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) |
- |
1000 |
|
- |
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate) |
- |
1000 |
|
- |
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve) |
- |
1000 |
|
- |
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone) |
- |
1000 |
|
- |
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
1000 |
|
- |
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size ) |
- |
1000 |
|
- |
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve ) |
- |
1000 |
|
- |
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve ) |
- |
1000 |
|
- |
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve ) |
- |
1000 |
|
- |
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve ) |
- |
1000 |
|
- |
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve ) |
- |
1000 |
|
- |
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve ) |
- |
1000 |
|
- |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
1000 |
|
- |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
1000 |
|
- |
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
1000 |
|
- |
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate)) |
- |
1000 |
|
- |
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate)) |
- |
1000 |
|
- |
5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
1000 |
|
- |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
1000 |
|
- |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
1000 |
|
- |
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
1000 |
|
- |
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
1000 |
|
- |
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
1000 |
|
- |
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
1000 |
|
- |
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
1000 |
|
- |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
1000 |
|
- |
5.5(Soundness By Magnesium Sulphate) |
- |
1000 |
|
- |
7.2(Moisture Content) |
- |
1000 |
|
- |
7.2(Bulking Of Fine Aggregate) |
- |
1000 |
|
- |
7.2(Bulk Density loose) |
- |
1000 |
|
- |
7.2(Bulk Density Rodded) |
- |
1000 |
|
- |
5.5(Soundness By Magnesium Sulphate) |
- |
1000 |
|
- |
7.2(Moisture Content) |
- |
1000 |
|
- |
7.2(Bulk Density loose) |
- |
1000 |
|
- |
7.2(Bulk Density Rodded) |
- |
1000 |
|
- |
5.3(Elongation Index) |
- |
1000 |
|
- |
5.3(Flakiness Index) |
- |
1000 |
|
- |
5.6(Alkali Agregate Reaction ) |
- |
1000 |
|
- |
5.7 table 3(WaterAbsorption) |
- |
1000 |
|
- |
5.7 table 3(Specific Gravity) |
- |
1000 |
|
- |
5.3(Flakiness & Elongation) |
- |
1000 |
|
- |
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness) |
- |
1000 |
|
- |
5.7 table 4 (Calcium oxide) |
- |
1000 |
|
- |
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness) |
- |
1000 |
|
- |
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)) |
- |
1000 |
|
- |
3.2.2
Table 3 ii)
IS 1963(Basicity as CaO/SiO2) |
- |
1000 |
|
- |
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent ) |
- |
1000 |
|
- |
Clause 5.6(Nature of Aggregate) |
- |
1000 |
|
- |
Clause 5.6(Dissolved Silica) |
- |
1000 |
|
- |
Clause 5.6(Reduction in Alkalinity) |
- |
1000 |
|
- |
Clause 5.1(General) |
- |
1000 |
|
- |
Clause 5.1(General) |
- |
1000 |
|
- |
Table 4 Cl. 5.7 (ii)(Total Sulphur as S) |
- |
1000 |
|
- |
Table 4 Cl. 5.7 (iii)(Total iron as FeO) |
- |
1000 |
|
- |
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,) |
- |
1000 |
|
- |
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO) |
- |
1000 |
|
- |
Table 5 Cl. 5.7 (iii)(Total iron as FeO) |
- |
1000 |
|
- |
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2) |
- |
1000 |
|
- |
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO) |
- |
1000 |
|
- |
Table 6 Cl. 5.7 (ii)(Total sulphur as S) |
- |
1000 |
|
- |
Table 6 Cl. 5.7 (iii)(Total iron as FeO) |
- |
1000 |
|
- |
Table 6 Cl. 5.7 (iv)() |
- |
1000 |
|
- |
Table 6 Cl. 5.7 (iv)() |
- |
1000 |
|
- |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
1000 |
|
- |
|
08 May, 2028 |
- - |
30 |
IS 456 (2000) |
Plain and reinforced concrete - Code of practice (Fourth Revision) |
- |
3000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter) |
- |
1000 |
|
- |
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride) |
- |
1000 |
|
- |
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate) |
- |
1000 |
|
- |
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic) |
- |
1000 |
|
- |
5.4-Table-1 (i)-IS: 3025(P-18)(Organic ) |
- |
1000 |
|
- |
5.4.2-IS: 3025(P-11)(Ph) |
- |
1000 |
|
- |
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator) |
- |
1000 |
|
- |
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator) |
- |
1000 |
|
- |
Cl 5.4 Table 1 (v)(Suspended Matter) |
- |
1000 |
|
- |
Cl 5.4 Table 1 (iv)(Chloride) |
- |
1000 |
|
- |
Cl 5.4 Table 1 (iii)(Sulphate) |
- |
1000 |
|
- |
Cl 5.4 Table 1 (ii)(Inorganic Solids) |
- |
1000 |
|
- |
Cl 5.4 Table 1 (i)(Organic Solids) |
- |
1000 |
|
- |
Cl 5.4 .2(pH) |
- |
1000 |
|
- |
Cl 5.4 (b)(Alkalinity) |
- |
1000 |
|
- |
Cl 5.4 (a)(Acidity) |
- |
1000 |
|
- |
16.1(Average Compressive Strength) |
- |
0 |
|
- |
16.1(Compressive Strength of Individual Samples ) |
- |
0 |
|
- |
16.1(Compressive Strength of Individual Samples ) |
- |
0 |
|
- |
16.1(Compressive Strength of Individual Samples ) |
- |
0 |
|
- |
Clause 5.4(Description) |
- |
0 |
|
- |
5.1(Cement) |
- |
0 |
|
- |
5.2(Mineral Admixtures) |
- |
0 |
|
- |
5.3(Aggregates) |
- |
0 |
|
- |
5.6(Reinforcement) |
- |
0 |
|
- |
5.7(Storage of Materials) |
- |
0 |
|
- |
7(Workability of Concrete) |
- |
0 |
|
- |
8(Durability of concrete) |
- |
0 |
|
- |
9(Concrete mix proportioning) |
- |
0 |
|
- |
16.2(Flexural Strength) |
- |
0 |
|
- |
17.4(Core test) |
- |
0 |
|
- |
cl 5.4.4.3(Initial Setting Time) |
- |
0 |
|
- |
cl 5.4.4.3(Initial Setting Time) |
- |
0 |
|
- |
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride) |
- |
1000 |
|
- |
|
08 May, 2028 |
- - |