61 |
IS 14887 (2014) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
HDPE/PP woven sack for 50 kg food packing |
-
|
23580.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.2(Tapes – Width and Thickness
( IS 6192/IS 11197)) |
- |
250.00 |
|
nil |
3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
500.00 |
|
nil |
3.2(Tapes – Tenacity (IS 6192/IS 11197)) |
- |
250.00 |
|
nil |
3.2(Tapes – Elongation at point of rupture
(IS 6192/IS 11197)) |
- |
1100.00 |
|
nil |
3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192)) |
- |
1400.00 |
|
nil |
3.2(Tapes – Colour Fastness for pigmented tapes (IS 6192/IS 11197)) |
- |
850.00 |
|
nil |
3.2(Tapes – Dimensional stability (PP)
(IS 11197)) |
- |
1400.00 |
|
nil |
3.2(Unlaminated Fabric Mass ) |
- |
0 |
|
nil |
3.3.1(Bottom seam (IS 10789)) |
- |
250.00 |
|
nil |
4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4)) |
- |
0 |
|
nil |
4.2 and Table 1 ii(Dimensions ) |
- |
250.00 |
|
nil |
5.2 and Table 1 iii(Ends per dm ) |
- |
200.00 |
|
nil |
5.2 and Table 1 iv(Picks per dm ) |
- |
200.00 |
|
nil |
4.2 and Table 1 v(Mass of sack ) |
- |
300.00 |
|
nil |
4.2 and Table 1 vi(Average breaking strength of fabric ) |
- |
2200.00 |
|
nil |
4.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1100.00 |
|
nil |
4.2 and Table 1 viii(Elongation at break of fabric ) |
- |
0 |
|
nil |
4.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
12380.00 |
|
nil |
4.2 and Table 1 x(Ash content ) |
- |
950.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
62 |
IS 14885 (2022) |
Polyethylene Pipes for the Supply of Gaseous Fuels � Specification (First Revision) |
PE pipe for gaseous fuel supply(above 63mm & upto 63mm) |
-
|
458125.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.4(Colour) |
- |
300.00 |
|
nil |
Table-2, 5.1(Conventional Density, IS 7328:1992) |
- |
1125 |
|
nil |
Table-2, 5.1(Melt Flow Rate, IS 2530:1963) |
- |
1100.00 |
|
nil |
Table-2, 5.1(Thermal Staibility, Annex-D) |
- |
2200.00 |
|
nil |
Table-2, 5.1(Resistance to gas constituents, Cl 5.5) |
- |
6250 |
|
nil |
Table-2, 5.1(Pigment dispersion, Annex-E) |
- |
600.00 |
|
nil |
6.1, Table-3(Ovality Pipe, Cl 6.3.2) |
- |
500.00 |
|
nil |
6.1, Table-3(Nominal Outside Diameter of Pipes , Cl 6.3.1) |
- |
0 |
|
nil |
6.2.1, Table-4(Minimum Wall Thickness, Cl.6.3, Cl.6.2.1.1, Table-5) |
- |
0 |
|
nil |
6.4(Length of pipe) |
- |
0 |
|
nil |
7, Table-6(Maximmn Out of Square of Each Pipe End) |
- |
0 |
|
nil |
8.1(Hydraulic Charactristics, Annex-A) |
- |
34950 |
|
Including Type & Acceptance test |
8.2(Reversion Test. Annex-C) |
- |
700.00 |
|
nil |
8.3(Density, Annex A of IS 7328) |
- |
500.00 |
|
nil |
8.4(Melt Flow Rate (MFR), IS 2530) |
- |
1100.00 |
|
nil |
8.5(Thermal Stability to Oxidation, Annex-D) |
- |
0 |
|
nil |
8.7(Tensile yield strength, Annex-J) |
- |
1350.00 |
|
nil |
8.7(Elongation at break, Annex-J) |
- |
0 |
|
nil |
8.8(Resistance to Weathering, Annex-F) |
- |
9000.00 |
|
Natural weathering |
8.9(Squeeze off, Annex-G) |
- |
6350.00 |
|
nil |
8.6 & Table-2(Volatile Content: Annex-H of IS 14885) |
- |
700.00 |
|
nil |
8.5 & Table-2(Thermal Stability to Oxidation, Annex-D of IS 14885) |
- |
2200 |
|
nil |
10(Marking) |
- |
0.00 |
|
NIL |
8.11(Squeeze-of) |
- |
1300.00 |
|
NIL |
8.10(Slow Crack Growth Rate Test) |
- |
0.00 |
|
NIL |
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break)) |
- |
0.00 |
|
NIL |
8.9(Resistance to Weathering) |
- |
1350.00 |
|
NIL |
8.7(Volatile Matter Content) |
- |
700.00 |
|
NIL |
8.6(Thermal Stability (Oxidation Induction Time)) |
- |
2200.00 |
|
NIL |
8.5(Pigment Dispersion) |
- |
600.00 |
|
NIL |
8.4(Melt Flow Rate) |
- |
1100.00 |
|
NIL |
8.3(Density) |
- |
900.0 |
|
NIL |
8.2(Reversion test) |
- |
700.00 |
|
NIL |
8.1(Hydraulic Characteristics) |
- |
4000000.00 |
|
NIL |
7(Finish) |
- |
300.00 |
|
NIL |
6(Dimensions of pipes) |
- |
500.00 |
|
NIL |
5.6(iii) Thermal stability (Oxidation induction time)) |
- |
2200.00 |
|
NIL |
5.5(Effects of Gas Condensate on the Hydrostatic Strength) |
- |
6250.00 |
|
NIL |
5.4(U.V. Stabilizer) |
- |
0.00 |
|
NIL |
5.3(Anti-Oxidant) |
- |
0.00 |
|
NIL |
5.1, 5.7 Table 3(iv) Resistance to slow crack growth rate) |
- |
0.00 |
|
NIL |
5.1, 5.7 Table 2(vi) Pigment dispersion) |
- |
600.00 |
|
NIL |
8.7(Volatile Matter Content) |
- |
0.00 |
|
NIL |
5.1, 5.7 Table 2(iii) Thermal stability (oxidation induction time)) |
- |
0.00 |
|
NIL |
|
Complete
|
|
31 Dec, 2023 |
- |
63 |
IS 14735 (1999) |
Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System - |
UPVC fittings |
-
|
10675.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
19(Marking) |
- |
300.00 |
|
VISUAL |
3(Type of Fitting) |
- |
0 |
|
nil |
4(Size Designation) |
- |
0 |
|
nil |
5(Colour of fittings) |
- |
300.00 |
|
nil |
7.1,Table 1(Wall thickness) |
- |
500 |
|
nil |
7.2 ,Table 2&3(Socket Dimensions) |
- |
0 |
|
nil |
7.3(Dimensions of waste trap(Nahani Trap) |
- |
0 |
|
nil |
8(Sealing Rings) |
- |
375 |
|
HARDNESS |
10(Workmanship) |
- |
300.00 |
|
nil |
11(Design requirements) |
- |
500.00 |
|
nil |
11.1(Solvent cement type or Rubber ring type) |
- |
0 |
|
nil |
11.2(Socket and spigot configeration) |
- |
0 |
|
nil |
11.4,Table 5(Vent cowl) |
- |
0 |
|
nil |
11.5,Table 6(Pipe Clips) |
- |
0 |
|
nil |
12.1(Visual appearance) |
- |
0 |
|
nil |
12.2(Stress relief test) |
- |
700.00 |
|
nil |
12.3(Vicat softening tempewrature) |
- |
1100.00 |
|
nil |
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500.00 |
|
nil |
Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
nil |
Cl.15, Annex B(Sulphated Ash Content) |
- |
950.00 |
|
nil |
16.1(Impact test) |
- |
1100.00 |
|
DROP TEST |
17(Watet tightness of joint) |
- |
850.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
64 |
IS 14611 (2016) |
Multilayered cross laminated sheets/tarpaulins/covers/agricultural films - Specification (First Revision) |
Tarpauline(Multilayer cross caminated) |
-
|
60780 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 6.1(Workmanship) |
- |
250 |
|
nil |
Cl. 6.2(Substance) |
- |
250 |
|
nil |
Cl. 6.3(Accelerated ageing test) |
- |
4200.00 |
|
nil |
Cl. 6.4(water proofness test) |
- |
1000.00 |
|
nil |
Cl. 6.5(Strenght of joints/seams) |
- |
1100.00 |
|
nil |
Cl. 6.6(Flex test) |
- |
35000.00 |
|
nil |
Cl. 6.7(Ease of in-situ Repair) |
- |
0 |
|
nil |
Cl. 7.1(Eyelets and rope lashing) |
- |
0 |
|
nil |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-XLN Extra light, Ref. IS 7016(Part 1)) |
- |
0 |
|
nil |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-LN Light, Ref. IS 7016(Part 1)) |
- |
0 |
|
nil |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-MN Medium, Ref. IS 7016(Part 1)) |
- |
0 |
|
nil |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. ii (a)(Tensile strenght, Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speed 500 mm/min, Grade- XLN Extra light) |
- |
2200 |
|
BEFORE AGEING LONGITUDINAL DIRECTION AND TRANSVERSE DIRECTION |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. ii (a)(Tensile strenght, After ageing at 70±1°C 168h. Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speeed 500mm/min, Grade-XLN Extra light) |
- |
2200 |
|
NIL |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iii (a)(Elongation at break, Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speed 500 mm/min, Grade- XLN Extra light) |
- |
0 |
|
nil |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- XLN Extra light) |
- |
2200.00 |
|
nil |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, After ageing at 70±1°C for 168h, Annex-F, Grade- XLN Extra light) |
- |
2200 |
|
nil |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- XLN Extra light) |
- |
10180 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
65 |
IS 14333 (2022) |
Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent � Specification (First Revision) |
HDPE pipe for sewerage, Raw material |
-
|
40725.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10(Marking) |
- |
0 |
|
nil |
3(Designation) |
- |
0 |
|
nil |
4(Colour) |
- |
300.00 |
|
nil |
6(Dimensions of pipes) |
- |
250.00 |
|
nil |
7(Visual Appearance) |
- |
300.00 |
|
nil |
8.1(Hydraulic characteristics) |
- |
6400.00 |
|
nil |
8.2(Reversion) |
- |
1000.00 |
|
nil |
8.3(Density) |
- |
500.00 |
|
nil |
8.4(Melt Flow Rate) |
- |
1100.00 |
|
nil |
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
925.00 |
|
nil |
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
700.00 |
|
nil |
5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
500.00 |
|
NIL |
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
1100.00 |
|
NIL |
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
2200.00 |
|
NIL |
5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
700.00 |
|
NIL |
5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
700.00 |
|
NIL |
5.2.1.1, T2(Compound Density-IS 7328:2020) |
- |
500.00 |
|
NIL |
5.2.1.1, T2("Compound carbon black -IS 2530:1963
content") |
- |
925.00 |
|
NIL |
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C)) |
- |
700.00 |
|
NIL |
5.2.1.1, T2("Compound carbon black -IS 2530:1963
dispersion") |
- |
925.00 |
|
NIL |
5.3(Density of Higher olefin - IS 7328:2020) |
- |
500.00 |
|
NIL |
6(Pipe Description - IS 14333-2022) |
- |
500.00 |
|
NIL |
6.2(Colour- IS 14333-2022) |
- |
300.00 |
|
NIL |
7.1(Visual Appearance- IS 14333-2022) |
- |
0.00 |
|
NIL |
7.2(Length- IS 14333-2022) |
- |
250.00 |
|
NIL |
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
250.00 |
|
NIL |
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
250.00 |
|
NIL |
7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
0.00 |
|
NIL |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
4000.00 |
|
NIL |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
1600.00 |
|
NIL |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
4800.00 |
|
NIL |
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
1100.00 |
|
NIL |
8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
900.00 |
|
NIL |
8.3(Carbon black content- IS 2530-1963) |
- |
925.00 |
|
NIL |
8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
900.00 |
|
NIL |
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
1100.00 |
|
NIL |
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
2200.00 |
|
NIL |
8.6(Density-IS 7328:2020) |
- |
500.00 |
|
NIL |
8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
1600.00 |
|
NIL |
8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
1600.00 |
|
NIL |
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)) |
- |
6000.00 |
|
NIL |
|
Complete
|
|
31 Dec, 2023 |
- |
66 |
IS 14255 (1995) |
Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification |
- |
-
|
64875.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Phase/Street Lighting conductor) |
- |
1500.00 |
|
for Single phase : Rs.1500.00
For Three Phase : Rs.4750.00 |
4.2(Messenger (Neutral Conductor or Otherwise)) |
- |
3300.00 |
|
nil |
5.1(Insulation) |
- |
21825.00 |
|
(XLPE Insulation for Three phase Test Charge: Rs.21825.00x3=65475.00) & (PE Insulation Three pgase Test charge : Rs. 9925.00 x3= 29775.00)
(XLPE Insulation for single phase Test Charge: Rs.21825.00) & (PE Insulation single phase:Rs. 9925.00) |
6.1(Flexibility class) |
- |
300.00 |
|
for Three phase: 300x3 =Rs 900.00
For Single phase : Rs 300.00 |
6.2(Compactness) |
- |
300.00 |
|
nil |
6.2(No of strands) |
- |
300.00 |
|
nil |
6.2(Surface) |
- |
0 |
|
nil |
6.3(Protective barrier) |
- |
300.00 |
|
single phase : Rs.300.00
Three phase :Rs 900.00 |
6.4(size of street lighting conductor) |
- |
250.00 |
|
nil |
6.5(Size of messenger conductor ) |
- |
250.00 |
|
nil |
6.6(Direction of outer layer) |
- |
300.00 |
|
nil |
7.1(Insulation) |
- |
2200.00 |
|
Single phase : Rs 2200.00
Three phase (street light & phase) : Rs 8800.00 |
7.2( Thickness of insulation) |
- |
500.00 |
|
single phase :Rs.500.00
Three Phase : Rs 1000.00 |
7.3(Tolerance on thickness of insulation ) |
- |
0 |
|
nil |
7.4(Aplication of the insulation ) |
- |
0 |
|
nil |
7.5(Colour of the insulation ) |
- |
300.00 |
|
nil |
8.1(Core identification) |
- |
0 |
|
nil |
8.3(Identification by other means) |
- |
0 |
|
nil |
9.1(Assembly (Laying up)) |
- |
0 |
|
nil |
9.3(Direction of lay) |
- |
0 |
|
nil |
10.1 a) i)(Tests on phase/street light conductor: tensile test - Test method IS10810:Part 2) |
- |
1500.00 |
|
Single phase: Rs 1500.00
Three phase : Rs 4150.00 |
10.1 a) ii)(Wrapping test - 10810: Part 3) |
- |
900.00 |
|
Single phase: Rs 900.00
Three phase : Rs 2700.00 |
10.1 a) iii)(Resistance test - IS10810: Part 5) |
- |
1100.00 |
|
Single phase: Rs 1100.00
Three phase : Rs 3300.00 |
10.1 b) i)(Test on messenger conductor: Breaking load - IS 10810: Part 2) |
- |
1100.00 |
|
nil |
10.1 c) i)(Physical tests for XLPE Insulation:
Tensile strength - IS 10810: Part 7) |
- |
1350.00 |
|
Single phase: Rs 1350.00
Three phase : Rs 4050.00 |
10.1 c) i)(Physical tests for XLPE Insulation:
elongation at break - IS 10810: part 7) |
- |
0 |
|
nil |
10.1 c) ii)(Ageing in air oven : Tensile strength variation - IS 10810:Part 11) |
- |
5300.00 |
|
Single phase: Rs 5300.00
Three phase : Rs 11050.00 |
10.1 c) ii)(Ageing in air oven : Elongation variation- IS 10810: Part 11) |
- |
0 |
|
nil |
10.1 c) iii)(Hot set test: Elongation under load - IS 10810: Part 30) |
- |
1000.00 |
|
Single phase: Rs 1000.00
Three phase : Rs 3000.00 |
10.1 c) iii)(Hot set test: Permanent elongation (set) after cooling - IS 10810: Part 30) |
- |
0 |
|
nil |
10.1 c) iv)(Shrinkage test : Shrinkage - 10810:Part 12) |
- |
850.00 |
|
Single phase: Rs 850.00
Three phase : Rs 2550.00 |
10.1 c) iv)(Shrinkage test : Crack Observed - 10810:Part 12) |
- |
0 |
|
nil |
10.1 c) v)(Water ahsorption (Gravimetric) - IS 10810: Part 33 ) |
- |
9000.00 |
|
Single phase: Rs 9000.00
Three phase : Rs 10200.00 |
10.1 d) i)(Physical test for PE insulation:
Tensile strength - IS 10810: Part 7 ) |
- |
1350.00 |
|
Single phase: Rs 1350.00
Three phase : Rs 3300.00 |
10.1 d) i)(Physical test for PE insulation: elongation at break - IS 10810: Part 7) |
- |
0 |
|
nil |
10.1 d) ii)(Melt flow index- IS 10810: Part 23) |
- |
1100.00 |
|
Single phase: Rs 1100.00
Three phase : Rs 3300.00 |
10.1 d) iv)(Vicat softening point -IS 10810: Part 22) |
- |
1100.00 |
|
Single phase: Rs 1100.00
Three phase : Rs 3300.00 |
10.1 d) v)(Environmental stress cracking -IS 10810:Part29) |
- |
1200.00 |
|
Single phase: Rs 1200.00
Three phase : Rs 3600.00 |
10.1 f)(Insulation resistance (Volume resistivity) test a) volume resistivity at 27°C - IS 10810: Part 43) |
- |
1100.00 |
|
Single phase: Rs 1100.00
Three phase : Rs 3300.00 |
10.1 f)(Insulation resistance (Volume resistivity) test b) volume resistivity at 70°C - IS 10810: Part 43) |
- |
1100.00 |
|
Single phase: Rs 1100.00
Three phase : Rs 3300.00 |
10.1 g)(High voltage test - IS10810:Part 45) |
- |
1100.00 |
|
Single phase: Rs 1100.00
Three phase : Rs 3300.00 |
11.4(Bending Test on the Completed Cable ( Optional) ) |
- |
700.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
67 |
IS 14252 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
HDPE/PP woven sack for sand filling |
-
|
20150.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(Raw Material) |
- |
1050.00 |
|
nil |
3.2(Tapes – Width
) |
- |
250.00 |
|
nil |
3.2(Tapes – Linear Density
) |
- |
500.00 |
|
nil |
3.3(Tying Cord) |
- |
250.00 |
|
nil |
3.4(Sack) |
- |
250.00 |
|
nil |
3.4.1(Seam) |
- |
250.00 |
|
nil |
4.1 and Table 1 i a(Dimensions Outside Length) |
- |
250.00 |
|
nil |
4.1 and Table 1 i b(Dimensions Outside Width) |
- |
250.00 |
|
nil |
4.1 and Table 1 iii(Picks per dm ) |
- |
250.00 |
|
nil |
4.2 and Table 1 iv(Mass of sack
) |
- |
250.00 |
|
nil |
4.1 and Table 1 v a(Average breaking strength of fabric Warpway
) |
- |
1100.00 |
|
nil |
4.1 and Table 1 v b(Average breaking strength of fabric Weftway
) |
- |
1100.00 |
|
nil |
4.1 and Table 1 vi(Average Breaking strength of bottom seam ) |
- |
1100.00 |
|
nil |
4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise) |
- |
0 |
|
nil |
4.1 and Table 1 vii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
nil |
4.1 and Table 1 viii(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
12380.00 |
|
nil |
4.1 and Table 1 ix(Ash content ) |
- |
950.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
68 |
IS 14182 (1994) |
Solvent cement for use with unplasticized polyvinyl chloride plastic pipe and fittings - Specifications |
Solvent cement |
-
|
10550.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1 - Table 1 - v-a(Chemical Resistance - Change in mass, increase) |
- |
300.00 |
|
nil |
4.2(Shall be thixotropic and consist substantially of solvents that will swell plastisized PVC polymers and stabilizers) |
- |
3000.00 |
|
Effect on water test. |
4.3(Shall be capable of application by brush and shall contain no lumps or foreign matter or macroscopic undissolved particles that will adversely affect the ultimate joint strength or chemical resistance of the material ) |
- |
850.00 |
|
nil |
4.4(Shall not show gelation and no evidence of stratification or separation that cannot be removed by stirring) |
- |
0 |
|
nil |
4.7(Vinyl Chloride Polymer content - Annex A) |
- |
1100.00 |
|
nil |
4.8(Dissolution) |
- |
400.00 |
|
nil |
4.9 and 6.1(Viscosity) |
- |
1100.00 |
|
nil |
4.10 and 6.1(Lap Shear Strength - After 2 h curing time) |
- |
1600.00 |
|
SAMPLE PREPARATION-500/- |
4.10 and 6.1(Lap Shear Strength - After 10 h curing time) |
- |
1100.00 |
|
nil |
4.10 and 6.1(Lap Shear Strength - After 72 h curing time) |
- |
1100.00 |
|
nil |
4.11 and 6.1(Hydrostatic Burst Strength - After 2 h curing time) |
- |
850.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
69 |
IS 14151 : Part 2 (2008) |
Irrigation equipment - Sprinkler pipes - Specification: Part 2 quick coupled polyethylene pipes and fittings (Second Revision) |
Quick coupled pipe & fitting, Raw material |
-
|
38725.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.2.1 (Visual and Workmanship Requirement) |
- |
300.00 |
|
nil |
6.2, 6.2.1 (Quick Coupled Fittings) |
- |
0 |
|
nil |
6.1.3.2 (Quick coupled fittings) |
- |
0 |
|
nil |
6.1.3.1.1(Weldability Test) |
- |
6400 |
|
nil |
6.1.2.2( Hydraulic Proof Test) |
- |
1600 |
|
nil |
6.1.2, 6.1.2.1( Hydraulic Proof Test) |
- |
4800 |
|
nil |
6.1.1, 6.1.1.1(Leakage Test) |
- |
850.00 |
|
nil |
6.1(Quick Coupled Pipes and Fittings) |
- |
0 |
|
nil |
5.3(Dimensions of Quick Coupled Sprinkler Saddles Table 1.) |
- |
500.00 |
|
nil |
5.2(Dimensions of Quick Coupled Pump Connectors Table 3.) |
- |
500.00 |
|
nil |
4.2.7(End caps Table 1 of IS 8008 (Part 9)) |
- |
250.00 |
|
nil |
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3)) |
- |
250.00 |
|
nil |
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6)) |
- |
250.00 |
|
nil |
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5)) |
- |
250.00 |
|
nil |
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4)) |
- |
250.00 |
|
nil |
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings) |
- |
500.00 |
|
nil |
4.2.7(Quick Coupled ~pe HDPE Fittings) |
- |
0 |
|
nil |
4.1.5(Rubber Ring) |
- |
500.00 |
|
nil |
4.1.4(b)(Holding Attachments for Coupler Parts) |
- |
0 |
|
nil |
4.1.4(a)(Holding Attachments for Coupler Parts) |
- |
0 |
|
nil |
4.1 .3(Workmanship and Appearance) |
- |
300.00 |
|
nil |
4.1 .1.2.2(HDPE couplers) |
- |
250.00 |
|
nil |
4.1 .1.2.1(HDPE couplers) |
- |
0 |
|
nil |
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
700.00 |
|
nil |
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
925.00 |
|
nil |
4.1 (b)(HDPE couplers —) |
- |
0 |
|
nil |
4.1 (a)( Quick Coupled Male and Female Couplers) |
- |
250.00 |
|
nil |
4(QUICK COUPLED FITTINGS) |
- |
0 |
|
nil |
3(QUICK COUPLED PIPES) |
- |
0 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
70 |
IS 14151 : Part 1 (1999) |
Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision) |
1-PE pipe,2-Raw material |
-
|
21400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.3(CLASSIFICATION OF PIPES) |
- |
0 |
|
nil |
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.) |
- |
1100.00 |
|
nil |
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.) |
- |
1125 |
|
nil |
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’) |
- |
0 |
|
nil |
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
1625 |
|
CBC&CBD |
5.1 table -1(DIMENSIONS OF PIPES) |
- |
500.00 |
|
nil |
5.1.2(Ovality) |
- |
0 |
|
nil |
6.1(VISUAL APPEARANCE) |
- |
300.00 |
|
nil |
7.1 Table -2(Hydraulic Characteristics) |
- |
6400.00 |
|
nil |
7.2(Reversion Test) |
- |
1000.00 |
|
nil |
7.3(Tensile Test) |
- |
1350.00 |
|
nil |
7.4table-2(Fusion Compatibility Test) |
- |
6400 |
|
nil |
7.5(Density) |
- |
500.00 |
|
nil |
7.6(Melt now Rate (MFR)) |
- |
1100 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
71 |
IS 14106 (2018) |
Direct action hand pumps - Specification (First Revision) |
Direct Action Hand Pump |
-
|
27625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1(Visual tests: All the pumps shall be examined for workmanship, finish and visual defects.) |
- |
1500.00 |
|
nil |
6.2.2 (Other tests: All the selected samples shall be checked for,) |
- |
0 |
|
nil |
6.2.2 (i) Aligment of groove in top guide bush with respect to the nuts welded on pump body) |
- |
1500 |
|
nil |
6.2.2 (ii) Aligment of handle nut with pipe for concentricity) |
- |
0 |
|
nil |
6.2.2 (iii) Location of holes in the pump head flange with respect to the direction of the spout) |
- |
0 |
|
nil |
6.2.2 (iv) Reasonable flatness of the flanges to provide proper matching of the holes to ensure unrestricted insertion of the bolts ) |
- |
0 |
|
nil |
6.2.2 (v) Matching of faces indicated in respective figures of piston plate, follower plate and foot valve body) |
- |
0 |
|
nil |
6.2.2 (vi) Concentricity of the two internal diameter of the reducing socket) |
- |
0 |
|
nil |
6.4(Pump Rod) |
- |
0 |
|
nil |
6.4(Riser Pipe) |
- |
0 |
|
nil |
6.4(Upper casing and lower casing) |
- |
0 |
|
nil |
6.4(Load test ) |
- |
700.00 |
|
nil |
4.4 & Table 2(Bell Dimensions, mm) |
- |
0 |
|
nil |
4.4 & Table 2(a)Socket Depth) |
- |
0 |
|
nil |
4.4 & Table 2(b) Mean socket internal dia at mouth) |
- |
0 |
|
nil |
4.4 & Table 2(c) Mean socket internal diameter at root ) |
- |
0 |
|
nil |
4.4 & Table 2(Bell Dimensions for Sand Trap) |
- |
0 |
|
nil |
4.4 & Table 2(a)Socket Depth) |
- |
0 |
|
nil |
6.2.3(Dimensional tests, Pump head, mm) |
- |
14500.00 |
|
nil |
6.2.3(Pump head flange) |
- |
0 |
|
nil |
6.2.3(Pump stand) |
- |
0 |
|
nil |
6.2.3(Intermediate flange) |
- |
1300 |
|
NIL |
6.2.3(Grommet) |
- |
0 |
|
nil |
6.2.3(Shore Hardness on Scale A) |
- |
4125.00 |
|
nil |
6.2.3(Top Guide Bush) |
- |
0 |
|
nil |
6.2.3(Handle Cushion Top) |
- |
0 |
|
nil |
6.2.3(Shore Hardness on Scale A) |
- |
0 |
|
nil |
6.2.3(Handle Retainer) |
- |
0 |
|
nil |
6.2.3(Top Connector) |
- |
0 |
|
nil |
6.2.3(Male Adapter) |
- |
0 |
|
nil |
6.2.3(Female Adapter) |
- |
0 |
|
nil |
6.2.3(Piston Plate) |
- |
0 |
|
nil |
6.2.3(Follower Plate) |
- |
0 |
|
nil |
6.2.3(Piston Fap Valve) |
- |
0 |
|
nil |
6.2.3(Shore Hardness on Scale A) |
- |
0 |
|
nil |
6.2.3(Cup Seal) |
- |
0 |
|
nil |
6.2.3(Shore Hardness on Scale A) |
- |
0 |
|
nil |
6.2.3(Bottom Connector) |
- |
0 |
|
nil |
6.2.3(Grapple Parts) |
- |
0 |
|
nil |
6.2.3(Foot Valve Body) |
- |
0 |
|
nil |
6.2.3(O Ring) |
- |
0 |
|
nil |
6.2.3(Shore Hardness on Scale A) |
- |
0 |
|
nil |
6.2.3(Flap Valve) |
- |
0 |
|
nil |
6.2.3(Foot valve Guide) |
- |
0 |
|
nil |
6.2.3(Threaded Coupler(M)) |
- |
0 |
|
nil |
6.2.3(Threaded Coupler(F)) |
- |
0 |
|
nil |
6.2.3(Riser Pipe Centralizer) |
- |
0 |
|
nil |
6.2.3(Foot Valve Retainer) |
- |
0 |
|
nil |
6.2.3(Rubber Seat) |
- |
0 |
|
nil |
6.2.3(Reducing Sdocket (Alternate Design)) |
- |
0 |
|
nil |
6.2.3(Well Screen (alternate)) |
- |
0 |
|
nil |
6.2.3(Screen Coupler) |
- |
0 |
|
nil |
6.2.3(Sand Trap) |
- |
0 |
|
nil |
6.2.3(Cutter) |
- |
0 |
|
nil |
6.2.3(Plug) |
- |
0 |
|
nil |
6.2.3(Retrieving Rod) |
- |
0 |
|
nil |
6.2.3(Combination Spanner) |
- |
0 |
|
nil |
5.2(a)(Mass of Zinc coating,g/m2) |
- |
1000.00 |
|
nil |
4.2(Mean Outside Diameter) |
- |
250 |
|
nil |
4.2(Wall Thickness) |
- |
0 |
|
nil |
4.2(Length) |
- |
0 |
|
nil |
4.2(Threading of Pipe) |
- |
0 |
|
o |
4.2(Visual Appearance) |
- |
300 |
|
nil |
4.2(Test for Internal Diameter) |
- |
350 |
|
nil |
4.2(Specific Gravity) |
- |
500.00 |
|
nil |
4.2(Impact Strength at 0º C) |
- |
1600 |
|
nil |
4.2(Dimension, mm) |
- |
0 |
|
nil |
4.2(Mean Outside Diameter) |
- |
0 |
|
nil |
4.2(Wall Thickness) |
- |
0 |
|
nil |
4.2(Impact Strength at 0º C) |
- |
0 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
72 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
1-Type A ,2-Type B |
-
|
18750.00 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) |
- |
300.00 |
|
nil |
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) |
- |
1100.00 |
|
nil |
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).) |
- |
500.00 |
|
nil |
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).) |
- |
0 |
|
nil |
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).) |
- |
0 |
|
nil |
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.) |
- |
0 |
|
nil |
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.) |
- |
0 |
|
nil |
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.) |
- |
0 |
|
nil |
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.) |
- |
300.00 |
|
nil |
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.) |
- |
1000.00 |
|
nil |
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.) |
- |
700.00 |
|
nil |
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.) |
- |
1100.00 |
|
nil |
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) |
- |
3500 |
|
nil |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2500.00 |
|
nil |
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.) |
- |
1400.00 |
|
nil |
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.) |
- |
1350.00 |
|
nil |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
0 |
|
nil |
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.) |
- |
1000 |
|
nil |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane ) |
- |
1000.00 |
|
nil |
8.6(Effect on Water Test) |
- |
3000.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
73 |
IS 13488 (2008) |
Irrigation equipment - Emitting pipe systems - Specification (First Revision) |
1-Emitting Pipe system, 2-Raw material |
-
|
15950 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(Materials - shall be resistant to fertilizers and
chemicals commonly employed in irrigation, and shall
be suitable for use with water at temperatures up to
60°C and at pressures designed for the emitting pipe) |
- |
0 |
|
nil |
5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent ) |
- |
1050.00 |
|
nil |
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density) |
- |
1125 |
|
SPECIMEN PREPARATION 625 |
5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989) |
- |
1000 |
|
nil |
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989) |
- |
700.00 |
|
nil |
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963) |
- |
925.00 |
|
nil |
5.1.2 (Ref. Cl 4.2.b of IS 12786 : 1989)(The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
700.00 |
|
nil |
6.2.2(Fittings) |
- |
0 |
|
nil |
6.3(General) |
- |
300.00 |
|
nil |
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
1000.00 |
|
nil |
8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes) |
- |
0 |
|
nil |
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure) |
- |
1000.00 |
|
nil |
8.2.1(Unregu/Qt~d Emining Pipe) |
- |
0 |
|
nil |
8.2.2(Regulated Emitting Pipes) |
- |
0 |
|
nil |
8.3.1(Wall Thickness ofEmitting Pipe) |
- |
0 |
|
nil |
8.3.2(Inside Diameter ofEmitting Pipe) |
- |
250 |
|
nil |
8.3.3(Flow Paths in Emitting Unit) |
- |
200.00 |
|
nil |
8.3.4(Spacing ofEmitter Units) |
- |
200.00 |
|
nil |
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature) |
- |
1000.00 |
|
nil |
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature) |
- |
1600.00 |
|
nil |
8.5(Resistance to Tension at Elevated Temperature) |
- |
1100.00 |
|
nil |
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting
IS 13479) |
- |
400.00 |
|
nil |
8.7.1(Resistance of PE Emitting Pipe to
Environmental Stress Cracking -Acceptance Test
Annex D of IS 12786) |
- |
1200.00 |
|
nil |
8.7.2(Resistance of PE Emitting Pipe to
Environmental Stress Cracking - Type Test
Annex D of IS 12786) |
- |
1600.00 |
|
nil |
8.8(Determination of Emitting Unit Exponent) |
- |
600.00 |
|
nil |
9.1(DESIGNATION - Non regulated Emitting Pipe) |
- |
0 |
|
nil |
9.2(DESIGNATION - Regulated Emitting Pipe) |
- |
0 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
74 |
IS 13487 (1992) |
Irrigation equipment - Emitters - Specification |
Irrigation Equipment-Emitters |
-
|
4700.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1(Construction and workmanship) |
- |
300.00 |
|
nil |
7.2(Flow path in emitters) |
- |
300.00 |
|
nil |
7.3.1(Resistance to Hydrostatic pressure) |
- |
1000.00 |
|
nil |
7.3.2(Resistance to Hydrostatic pressure) |
- |
0 |
|
nil |
7.3.3(Resistance to Hydrostatic pressure) |
- |
0 |
|
nil |
7.4.1(Emitter Pull Out In-line emitters) |
- |
500.00 |
|
nil |
7.4.2(Emitter Pull Out On-line emitters) |
- |
0 |
|
nil |
8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000.00 |
|
nil |
8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
0 |
|
nil |
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters) |
- |
1000.00 |
|
nil |
8.2.3(Emission rate as a function of inlet pressure Regulated emitters) |
- |
0 |
|
nil |
8.3(Determination of Emitter Exponent) |
- |
600.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
75 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
UPVC screen and casing pipes for Bore/tube well |
-
|
10325 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1100.00 |
|
nil |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1600.00 |
|
nil |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1400.00 |
|
nil |
9.3(Density
IS 12235 (Part 14)) |
- |
500.00 |
|
nil |
9.2(Internal Diameter) |
- |
350.00 |
|
nil |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
250.00 |
|
nil |
8.4(Sealing rings - Hardness) |
- |
375.00 |
|
nil |
8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
250.00 |
|
nil |
7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
0 |
|
nil |
7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
0 |
|
nil |
7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
0 |
|
nil |
7.4 Table 8 & 9
Fig 1(Segmental length, l5) |
- |
0 |
|
nil |
7.4 Table 8 & 9
Fig 1(Segmental length, l4) |
- |
0 |
|
nil |
7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
0 |
|
nil |
7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
0 |
|
nil |
7.3.2(Rib height) |
- |
0 |
|
nil |
7.3.1(No.of Ribs) |
- |
0 |
|
nil |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
0 |
|
nil |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
0 |
|
nil |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter over Connection) |
- |
0 |
|
nil |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point, Max) |
- |
0 |
|
nil |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point , Min) |
- |
0 |
|
NIL |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
0 |
|
nil |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
0 |
|
nil |
7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
0 |
|
nil |
7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
1500.00 |
|
nil |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
0 |
|
nil |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
0 |
|
nil |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
0 |
|
nil |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
0 |
|
nil |
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content ) |
- |
0 |
|
nil |
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating ) |
- |
0 |
|
NIL |
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the
resin - Annex A ofIS 10151) |
- |
3000.00 |
|
nil |
9.1(Visual Appearance) |
- |
300.00 |
|
NIL |
|
Complete
|
|
31 Dec, 2023 |
- |
76 |
IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
PE pipe for Irrigation Lateral |
-
|
9725.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.a (Potyethylene - higher olefins constituent ) |
- |
1050 |
|
nil |
4.1.b(Potyethylene - anti-oxidant) |
- |
0 |
|
nil |
4.1.c.i (Density) |
- |
1125 |
|
SAMPLE PREPARATION -625 |
4.1.c.ii (Toluene extract - Annex A) |
- |
1100.00 |
|
nil |
4.1.c.iii (Volatile matter - Annex B ) |
- |
700.00 |
|
nil |
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
925.00 |
|
nil |
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
700.00 |
|
nil |
7.3(Tensile Test) |
- |
1350.00 |
|
nil |
7.3(Elongation at Break) |
- |
0 |
|
nil |
7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
1200.00 |
|
nil |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
250 |
|
nil |
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
0 |
|
nil |
7.2(Reversion Test) |
- |
1000 |
|
nil |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
0 |
|
nil |
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
0 |
|
nil |
7.1
Table-2
(b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress) |
- |
1000.00 |
|
nil |
7.1
Table-2
(Hydraulic Characteristics
a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress.
) |
- |
3000.00 |
|
nil |
6.0
(6.1)
(Visual appearance) |
- |
300.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
77 |
IS 12785 (1994) |
Irrigation equipment - Strainer - Type filters - Specification (first revision) |
Irrigation equipment(stainer type filters) |
-
|
11250 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.1(Zinc Coating - IS 4736) |
- |
0 |
|
nil |
4.1.1(General - Thickness of powder coating
IS 5116.) |
- |
0 |
|
nil |
4.3.3(Connections) |
- |
500.00 |
|
nil |
4.1.2(General) |
- |
500.00 |
|
nil |
6.1(MECHANiCAL TESTS) |
- |
1500.00 |
|
nil |
6.2(MECHANiCAL TESTS ) |
- |
3750.00 |
|
nil |
6.5(MECHANiCAL TESTS ) |
- |
2500.00 |
|
nil |
6.3(MECHANiCAL TESTS ) |
- |
1000.00 |
|
nil |
6.4(MECHANiCAL TESTS ) |
- |
1000.00 |
|
nil |
4.2.1(Strainer Housing) |
- |
500.00 |
|
nil |
4.3.1(Connections
IS 2643 : 1975.) |
- |
0 |
|
nil |
4.3.2(Connections
IS 6418 : 1971) |
- |
0 |
|
nil |
6.4(Tightness of Filter Element) |
- |
1000.00 |
|
nil |
6.5(Clean pressure drop) |
- |
2500.00 |
|
nil |
6.3(Resistance of fitter element to buckling or tearing) |
- |
1000.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
78 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
Rotational moulded polyethylene water storage Tank |
-
|
13175.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.2.3(Carbon Black Content ) |
- |
925.00 |
|
nil |
4.2.3(Carbon Dispersion Test) |
- |
700.00 |
|
nil |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
3050 |
|
ALL TYPE DIMENSION |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
0 |
|
nil |
7.1.1(Resistance to Deformation) |
- |
700.00 |
|
nil |
7.2(Resistance to Impact) |
- |
1100.00 |
|
nil |
7.3(Test for Top Load Resistance) |
- |
900.00 |
|
nil |
7.4(Tensile Strength) |
- |
1350.00 |
|
nil |
7.5(Flexural Modulus) |
- |
1600 |
|
nil |
7.6(overall Migration) |
- |
2200.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
79 |
IS 12232 : Part 1 (1996) |
Irrigation equipment - Rotating sprinkler: Part 1 design and operational requirements (First Revision) |
Design and operational Requirement |
-
|
17750 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.4.1(Effective pressures) |
- |
400.00 |
|
nil |
4.4.2(Actuating mechanism) |
- |
400.00 |
|
nil |
6.2.1(Threaded connections to riser) |
- |
400.00 |
|
nil |
6.2.2(Nozzle threads intended for threaded
connection) |
- |
400.00 |
|
nil |
6.3(Test of resistance to hydrostatic pressure at ambient temperature) |
- |
850.00 |
|
nil |
6.4(Test of resistance to hydrostatic
pressure at high temperature) |
- |
1600.00 |
|
nil |
6.5.2(Watertightness of nozzle connection) |
- |
400.00 |
|
nil |
7.1(Test of uniformity of rotation speed) |
- |
400.00 |
|
nil |
7.2(Test of uniformity of ftowrate ) |
- |
400.00 |
|
nil |
7.3(Test of distribution characteristics) |
- |
1500.00 |
|
nil |
7.4(Test of effective diameter of coverage) |
- |
400.00 |
|
nil |
7.5(Test of trajectory height (for sprinklers
with low trajectory angle)) |
- |
400.00 |
|
nil |
7.6(Test of range of effective pressure) |
- |
400.00 |
|
nil |
8.1 and 6.1(Durability tests) |
- |
6250.00 |
|
nil |
8.5(Durability tests) |
- |
400.00 |
|
nil |
8.2 and 6.3(Durability tests) |
- |
850.00 |
|
nil |
8.3 and 6.5.1(Durability tests) |
- |
400.00 |
|
nil |
8.4(Durability tests) |
- |
400.00 |
|
nil |
8.6(Durability tests) |
- |
1500.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
80 |
IS 10124 : Part 2 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision) |
specific requirement for socket |
-
|
4450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction)) |
- |
3000.00 |
|
nil |
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction)) |
- |
0 |
|
NIL |
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-10)(Effect on water:Dialkyl tin C4 and
higher homologues
measured as tin (third
extraction)) |
- |
0 |
|
nil |
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts)) |
- |
0 |
|
nil |
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts)) |
- |
0 |
|
nil |
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-10)(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction)) |
- |
0 |
|
nil |
10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985) |
- |
950.00 |
|
nil |
3.2.1, Table-1, Fig-1(Nominal size) |
- |
500 |
|
nil |
3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure) |
- |
0 |
|
nil |
3.2.1, Table-1, Fig-1(Plumbing) |
- |
0 |
|
nil |
Clause 3.2.2, and Fig. 2(Nominal size) |
- |
0 |
|
nil |
Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure) |
- |
0 |
|
nil |
3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint) |
- |
0 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
81 |
IS 10124 : Part 1 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision) |
General Requirement |
-
|
2475 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3(Material) |
- |
0 |
|
nil |
4(Size of fitting) |
- |
0 |
|
nil |
5.1 Table-1 Fig.1(Dimension of Socket length) |
- |
500 |
|
nil |
5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth) |
- |
0 |
|
nil |
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter) |
- |
0 |
|
nil |
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring) |
- |
0 |
|
nil |
6.1(Opacity test in accordance with IS 12235 (Part 3)) |
- |
575.00 |
|
nil |
6.2(Short Term Hydraulic Test in accordance with Annex A) |
- |
1400.00 |
|
SPECIMEN PREPARATION-300/- |
|
Complete
|
|
31 Dec, 2023 |
- |
82 |
IS 7834 : Part 3 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows |
specific requirement for 90 degree tees |
-
|
5625.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
cl 2.2.2(Dimensions) |
- |
500.00 |
|
Nil |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
3000.00 |
|
Nil |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
2125 |
|
OPACITY-575/-
STRESS RELIEF TEST-700/-
HYDRAULIC TEST-850/- |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C) |
- |
0 |
|
Nil |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
Nil |
2.2.2 table 1(Laying length) |
- |
300.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
83 |
IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
General requirement |
-
|
5625.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4(Minimum Thickness) |
- |
500 |
|
nil |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
0 |
|
nil |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
0 |
|
nil |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
0 |
|
nil |
Cl. 6.1(Stress Relief Test- Appendix A) |
- |
700.00 |
|
nil |
Cl. 6.2(Opacity- Appendix B) |
- |
700.00 |
|
nil |
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
3000.00 |
|
nil |
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
0 |
|
nil |
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
0 |
|
nil |
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
0 |
|
nil |
Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
850.00 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
84 |
IS 5175 (2022) |
Fibre ropes - Polypropylene split film monofilament and multifilament PP 2 and polypropylene high tenacity multifilament PP 3 3- 4- 8- and 12- strand ropes (fourth revision) |
Fiber Rope Popypropylene Split film |
-
|
5888.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4( Designation) |
- |
500.00 |
|
NIL |
Cl 5(General Requirements) |
- |
500.00 |
|
NIL |
Cl 6 & Table 1,2 or 3(Reference Number.) |
- |
0 |
|
nil |
Cl 6 & Table 1,2 or 3(Linear Density) |
- |
700.00 |
|
nil |
Cl 6 & Table 1,2 or 3(Breaking Force) |
- |
1100.00 |
|
nil |
6.0
(Cl. 6 & 8.1 of IS:7071 Pt -1 to 4)
(Pitch (Length of Lay) in mm) |
- |
500.00 |
|
nil |
6, Table 1, 2, 3(Minimum breaking force d e) |
- |
0 |
|
nil |
5.2
(Cl. 4.2) of ISO 9554: 2010
(Construction & Structure ) |
- |
500.00 |
|
nil |
7(Marking) |
- |
0.00 |
|
nil |
5.2
Cl. 4.1 (b) of ISO 9554: 2010
(Constituent Materials As per ) |
- |
1050.00 |
|
nil |
Clause 6, (Table 1,2,3)(Diameter) |
- |
562.00 |
|
NIL |
Clause 6, (Table 1,2,3)(Linear Density) |
- |
0 |
|
NIL |
Clause 6, (Table 1,2,3)(Minimum Breaking Force) |
- |
1100.00 |
|
NIL |
5.2(Pitch or length of lay) |
- |
500.00 |
|
NIL |
5.1(type A: 3-strand hawser-laid rope) |
- |
0 |
|
NIL |
5.1(type B: 4-strand shroud-laid rope) |
- |
0 |
|
NIL |
5.1(type L: 8-strand braided rope) |
- |
500.00 |
|
NIL |
5.1(type T: 12-strand braided rope) |
- |
500.00 |
|
NIL |
|
Complete
|
|
31 Dec, 2023 |
- |
85 |
IS 4985 (2000) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
1-plain ended pipe/socket ended pipe |
-
|
30925.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.2(Resistance to External Blows at 0°C) |
- |
1400.00 |
|
specimen preparation 300/- |
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes) |
- |
850.00 |
|
nil |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring
Sockets) |
- |
850.00 |
|
nil |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring
Sockets) |
- |
5000.00 |
|
nil |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
850.00 |
|
nil |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
11000 |
|
nil |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
500.00 |
|
nil |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1100.00 |
|
nil |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
900.00 |
|
specimen preparation 200/- |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
700.00 |
|
nil |
8(SEALING RINGS) |
- |
0 |
|
nil |
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter) |
- |
500 |
|
nil |
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
0 |
|
nil |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
0 |
|
nil |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
0 |
|
nil |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
0 |
|
nil |
7.2.1(DIMENSIONS-Socket) |
- |
0 |
|
nil |
7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
0 |
|
nil |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
0 |
|
nil |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
0 |
|
nil |
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
0 |
|
nil |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
0 |
|
nil |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
0 |
|
nil |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
0 |
|
nil |
Clause 10.7(Sulphated Ash Content) |
- |
1200.00 |
|
nil |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
0 |
|
nil |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
0 |
|
nil |
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
300.00 |
|
nil |
9.1(PIPE ENDS) |
- |
0 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |
86 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
1-PE Pipe, 2-Resin,3-master batch,4-carbon black powder |
-
|
45500.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.10(Slow Crack Growth Rate) |
- |
6000 |
|
specimen preparation 500/- |
8.9 table-6(Elongation at Break) |
- |
1600.00 |
|
specimen preparation 500/- |
8.8(Tensile Strength for Butt-fusion) |
- |
1600.00 |
|
specimen preparation 500/- |
8.7(Density) |
- |
500.00 |
|
nil |
8.5 (Oxidation Induction Time) |
- |
2200.00 |
|
nil |
8.4( Melt Flow Rate) |
- |
1100.00 |
|
nil |
8.2(Longitudinal Reversion Test) |
- |
900.00 |
|
specimen preparation 200/- |
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
4000.00 |
|
for 100hr |
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
17650.00 |
|
for 48hrs.-1600/-
for 165hrs.-4800/-
for 1000hrs.-11250/- |
7.4.1.2(Ovality) |
- |
0 |
|
nil |
7.4 table -3 & 4(6.1 Dimensions) |
- |
750.00 |
|
nil |
7.2(Length) |
- |
0 |
|
NIL |
6.2.1(6.1.1 Identification Stripes) |
- |
250.00 |
|
nil |
8.6(Overall migration) |
- |
2000.00 |
|
specimen preparation 300/- |
8.3(Carbon black) |
- |
1625.00 |
|
CBC & CBD |
5.2(Polyethylene Resin) |
- |
5325.00 |
|
Base Density, Melt flow Rate,Overall migration, Volatile & water content |
5, 5.1 table-1(MATERIALS) |
- |
0 |
|
NIL |
|
Complete
|
|
31 Dec, 2023 |
- |
87 |
IS 3462 (1986) |
Unbacked Flexible Pvc Flooring |
1-Unbacked PVC flooring ,2-PVC tiles |
-
|
17713.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1.1(DIMENSIONS AND TOLERANCES-Liaear Dimension-Sheets or Rolls) |
- |
200.00 |
|
NIL |
5.1.2(DIMENSIONS AND TOLERANCES-Liaear Dimension-Tiles) |
- |
0 |
|
NIL |
5.2(DIMENSIONS AND TOLERANCES-Thickness) |
- |
200.00 |
|
NIL |
6. 1(COLOUR AND SURFACE CHARACTERISTICS) |
- |
250.00 |
|
NIL |
7.1-Table 1(i)(REQUlREMENTS-Thickness Variation
) |
- |
200.00 |
|
NIL |
7.1-Table 1(ii)(REQUlREMENTS-Width of sheet or roll
) |
- |
250.00 |
|
NIL |
7.1-Table 1(iii)(REQUlREMENTS-rile size
) |
- |
0 |
|
NIL |
7.1-Table 1(iv)(REQUlREMENTS-Squareness
) |
- |
250.00 |
|
NIL |
7.1-Table 1(vi)(REQUlREMENTS-Curling
) |
- |
250.00 |
|
NIL |
7.1-Table 1(vii)(REQUlREMENTS-Residual indenration
) |
- |
1400.00 |
|
NIL |
7.1-Table 1(viii)(REQUlREMENTS-Flexibility
) |
- |
1500.00 |
|
NIL |
7.1-Table 1(ix)(REQUlREMENTS-Resistance to various substances-Scratch width
) |
- |
1300.00 |
|
NIL |
7.1-Table 1(x)(REQUlREMENTS-Resistance to various substances
) |
- |
0 |
|
NIL |
7.1-Table 1(xi)(REQUlREMENTS-Ply adhesion
) |
- |
1350.00 |
|
NIL |
7.1-Table 1(xii)(REQUlREMENTS-Moisture movernent
) |
- |
700.00 |
|
NIL |
7.1-Table 1(xiii)(REQUlREMENTS-Heat ageing and exudation
) |
- |
10100.00 |
|
NIL |
7.1-Table 1(xiii)(REQUlREMENTS-Elastic product) |
- |
1350.00 |
|
NIL |
8.1.1-8.2.1(Tests-Typt Tests) |
- |
0 |
|
NIL |
8.1.2-8.2.2(Tests-Acceptance Tests) |
- |
0 |
|
NIL |
8.1.3-8.2.3(Tests-RoutineTests) |
- |
0 |
|
NIL |
|
Complete
|
|
31 Dec, 2023 |
- |
88 |
IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
Type-I,II,III,IV |
-
|
28400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
500.00 |
|
nil |
5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1)) |
- |
1100.00 |
|
nil |
5.1.6a(Carbon Black Content, Annex-A) |
- |
925.00 |
|
nil |
5.1.6b(Ash Content, Annex-A) |
- |
950.00 |
|
nil |
5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530) |
- |
700.00 |
|
nil |
5.2.2(Tolerance on Thickness, Annex-A) |
- |
500.00 |
|
nil |
6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1)) |
- |
1350.00 |
|
nil |
6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
1100.00 |
|
nil |
6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300.00 |
|
nil |
6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) ) |
- |
0 |
|
nil |
6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) ) |
- |
0 |
|
nil |
6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) ) |
- |
1000.00 |
|
nil |
6.1, Table 1(Tear resistence. A) Machine direction Annex B) |
- |
1000.00 |
|
nil |
6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
750.00 |
|
nil |
7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) ) |
- |
0 |
|
nil |
7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) ) |
- |
0 |
|
nil |
7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
0 |
|
nil |
7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) ) |
- |
0 |
|
nil |
7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) ) |
- |
0 |
|
nil |
7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) ) |
- |
0 |
|
nil |
8.1, Table 3(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1350.00 |
|
nil |
8.1, Table 3(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
nil |
8.1, Table 3(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
nil |
8.1, Table 3(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
nil |
8.1, Table 3(Tear resistance , Annex B) |
- |
1000.00 |
|
nil |
8.1, Table 3(Puncture resistance , Annex C) |
- |
1100.00 |
|
nil |
9.1, Table 4(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
nil |
9.1, Table 4(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
nil |
9.1, Table 4(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
nil |
9.1, Table 4(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
nil |
9.1, Table 4(Tear resistance , Annex B) |
- |
1000.00 |
|
nil |
9.1, Table 4(Puncture resistance , Annex C) |
- |
1100.00 |
|
nil |
5.1.1(Appearance) |
- |
300.00 |
|
nil |
5.1.2(Film Form) |
- |
0 |
|
nil |
5.1.3(Odour) |
- |
0 |
|
nil |
|
Complete
|
|
31 Dec, 2023 |
- |