| 61 |
CIPET, Jaipur
| 8122834
| IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
All Grade |
17525 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.1(Appearance) |
- |
300 |
|
- |
| 5.1.2(Film Form) |
- |
0 |
|
- |
| 5.1.3(Odour) |
- |
0 |
|
- |
| 5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
500 |
|
- |
| 5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1)) |
- |
1100 |
|
- |
| 5.1.6a(Carbon Black Content, Annex-A) |
- |
925 |
|
- |
| 5.2.2(Tolerance on Thickness, Annex-A) |
- |
250 |
|
- |
| 6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1)) |
- |
1350 |
|
Testing(1100.00)+specimen preparation(250) |
| 6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
1100 |
|
- |
| 6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300 |
|
Ageing Test at 70 + 10 C (7 days)
(700+144*25) |
| 6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) ) |
- |
0 |
|
- |
| 6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) ) |
- |
0 |
|
- |
| 6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) ) |
- |
1000 |
|
- |
| 6.1, Table 1(Tear resistence. A) Machine direction Annex B) |
- |
1000 |
|
- |
| 6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
750 |
|
- |
| 7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) ) |
- |
1350 |
|
- |
| 7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) ) |
- |
0 |
|
Testing(1100.00)+specimen preparation(250) |
| 7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300 |
|
- |
| 7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) ) |
- |
0 |
|
- |
| 7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) ) |
- |
0 |
|
- |
| 7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) ) |
- |
1000 |
|
- |
| 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 |
|
Testing(1100.00)+specimen preparation(250) |
| 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) |
- |
1350 |
|
Testing charges + specimen (1100+250) |
| 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 |
|
- |
| 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 |
|
- |
| 8.1, Table 3(Tear resistance , Annex B) |
- |
1000 |
|
Testing charges + specimen (1100+250) |
| 5.1.6b(Ash Content, Annex-A) |
- |
950 |
|
- |
| 5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530) |
- |
925 |
|
- |
| 8.1, Table 3(Puncture resistance , Annex C) |
- |
1100 |
|
- |
| 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) |
- |
1100 |
|
- |
| 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) |
- |
1100 |
|
- |
| 9.1, Table 4(Tear resistance , Annex B) |
- |
1750 |
|
- |
| 9.1, Table 4(Puncture resistance , Annex C) |
- |
1100 |
|
- |
|
21 Feb, 2029 |
- - |
| 62 |
CIPET, Jaipur
| 8122834
| IS 9537 : Part 3 (1983) |
Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials |
All |
4950 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Marking) |
- |
0 |
|
- |
| 6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980) |
- |
0 |
|
- |
| 6.3(Standard Mark on Conduit) |
- |
0 |
|
- |
| 7.1.1(Maximum and minimum outside diameter of socket) |
- |
1000 |
|
- |
| 7.1.1 Table-2(Length of Socket end) |
- |
0 |
|
- |
| 7.1.2(Maximum and minimum outside diameter of conduit) |
- |
0 |
|
- |
| 7.2(Minimum inside diameter of conduit) |
- |
0 |
|
- |
| 7.3(Length of conduit) |
- |
0 |
|
- |
| 7.4(Unifomity of The wall Thickness) |
- |
0 |
|
- |
| 8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980) |
- |
300 |
|
- |
| 9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C)) |
- |
1000 |
|
- |
| 9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980) |
- |
1100 |
|
- |
| 9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980) |
- |
1100 |
|
- |
| 9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980) |
- |
1000 |
|
- |
| 10(Resistance to Heat -Ball presure test) |
- |
700 |
|
- |
| 11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980) |
- |
700 |
|
- |
| 12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980) |
- |
0 |
|
- |
| 12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980) |
- |
1400 |
|
- |
| 12(3 Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980) |
- |
1400 |
|
- |
|
21 Feb, 2029 |
- - |
| 63 |
CIPET, Jaipur
| 8122834
| IS 14772 (2020) |
Boxes and Enclosures for Electrical Accessories for Household and Similar Fixed Electrical Installations — General Requirements ( First Revision ) |
Non Metallic Type (Plastic Enclosure) |
23400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1(Nature of material) |
- |
2000 |
|
- |
| 7.2(Type of installation) |
- |
0 |
|
- |
| 7.3(Types of inlets) |
- |
0 |
|
- |
| 7.4(Clamping means) |
- |
0 |
|
- |
| 7.5(Minimum temperature during installation) |
- |
0 |
|
- |
| 7.6, 7.7, 7.8(The degree of ingress protection) |
- |
0 |
|
- |
| 7.9(The provision for fixing accessories to the boxes ) |
- |
0 |
|
- |
| 7.1(The method of fixing the terminals) |
- |
0 |
|
- |
| 8.1(marking) |
- |
250 |
|
- |
| 8.2(By Inspection and The marking is rubbed by hand 15s width a piece of
cloth soaked with water and again for 15s with a piece of cloth soaked with petroleum spirit.) |
- |
0 |
|
- |
| 8.3(BIS Certification Marking) |
- |
0 |
|
- |
| 9.0(Dimensions) |
- |
250 |
|
- |
| 10.0(Protection against electric shock) |
- |
900 |
|
- |
| 11.0(PROVISION FOR EARTHING) |
- |
250 |
|
- |
| 12.0(Constructions) |
- |
250 |
|
- |
| 13.0(Resistance to ingress of solid objects) |
- |
10000 |
|
- |
| 13.0(Resistance toharmful ingress of water) |
- |
0 |
|
- |
| 13.0(Resistance to ageing) |
- |
4200 |
|
- |
| 14.0(insultation resistance) |
- |
2900 |
|
- |
| 14.0(electric strength) |
- |
0 |
|
- |
| 15.0(Mechanical strength) |
- |
1100 |
|
- |
| 16.0(resistance to heat) |
- |
700 |
|
- |
| 17.0(creepage distance) |
- |
0 |
|
- |
| 17.0(clearances) |
- |
0 |
|
- |
| 17.0(distance through seating compund) |
- |
0 |
|
- |
| 18.0(Resistance to insulating material to abnormal heat and fire) |
- |
2900 |
|
- |
| 19.0(Resistance to tracking) |
- |
1100 |
|
- |
| 20.0(Resistance to corrosion) |
- |
0 |
|
- |
| 21.0(Electromagnetic compatibility (EMC)) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 64 |
CIPET, Jaipur
| 8122834
| IS 14611 (2016) |
Multilayered cross laminated sheets/tarpaulins/covers/agricultural films - Specification (First Revision) |
All |
40005 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 5(Construction) |
- |
1675 |
|
CBC:925, Panel: 250, Ends & sides dimension:250 & Panel Length & Width:250 |
| Cl. 6.1(Workmanship) |
- |
250 |
|
- |
| Cl. 6.2(Substance) |
- |
250 |
|
- |
| Cl 6.3 & Table1(Accelerated Ageing Test) |
- |
26230 |
|
Tensile Strength & Elongation at Break:2200, Ageing at 168 hrs. (168 x25):4200, Tensile Strength (After Ageing):2200, Tear Strength:2200, Tear Strength (After Ageing) :2200, Dart Impact Resistance:850, UV weathering 192 hours:10180, Avg. T.S & E.B:2200. |
| Cl 6.4(Water Proofness Test) |
- |
1000 |
|
- |
| Cl. 6.5(Strenght of joints/seams) |
- |
1100 |
|
- |
| Cl. 6.6(Flex test) |
- |
4500 |
|
- |
| Cl. 6.7(Ease of in-situ Repair) |
- |
250 |
|
- |
| Cl. 7.1(Eyelets and rope lashing) |
- |
250 |
|
- |
| 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)) |
- |
250 |
|
- |
| 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)) |
- |
250 |
|
- |
| 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)) |
- |
250 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-HN Heavy, Ref. IS 7016(Part 1)) |
- |
250 |
|
- |
| 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) |
- |
1100 |
|
- |
| 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) |
- |
1100 |
|
- |
| 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) |
- |
1100 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- XLN Extra light) |
- |
1100 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- LN light) |
- |
1100 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- MN Medium) |
- |
1100 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (b)(Tear strenght, Annex-F, Grade- XHN Extra heavy) |
- |
1100 |
|
- |
| 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) |
- |
11280 |
|
Ageing(10180.00) and Tear strength (1100.00) |
| 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- LN light) |
- |
11280 |
|
Ageing(10180.00) and Tear strength (1100.00) |
| 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- MN Medium) |
- |
11280 |
|
Ageing(10180.00) and Tear strength (1100.00) |
| 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) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
| 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- LN light) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
| 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- MN Medium) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
| 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- XHN Extra Heavy) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
| Table1 - v)(Dart Impact Strength) |
- |
850 |
|
- |
| Cl 5(Construction) |
- |
1675 |
|
CBC:925, Panel: 250, Ends & sides dimension:250 & Panel Length & Width:250 |
| Cl. 6.1(Workmanship) |
- |
250 |
|
- |
| Cl. 6.2(Substance) |
- |
250 |
|
- |
| Cl 6.4(Water Proofness Test) |
- |
1000 |
|
- |
| Cl. 6.5(Strenght of joints/seams) |
- |
1100 |
|
- |
| Cl. 6.6(Flex test) |
- |
4500 |
|
- |
| Cl. 6.7(Ease of in-situ Repair) |
- |
250 |
|
- |
| Cl. 7.1(Eyelets and rope lashing) |
- |
250 |
|
- |
| 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)) |
- |
250 |
|
- |
| 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)) |
- |
250 |
|
- |
| 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)) |
- |
250 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-HN Heavy, Ref. IS 7016(Part 1)) |
- |
250 |
|
- |
| 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) |
- |
1100 |
|
- |
| 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) |
- |
1100 |
|
- |
| 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 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- XLN Extra light) |
- |
1100 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- LN light) |
- |
1100 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- MN Medium) |
- |
1100 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (b)(Tear strenght, Annex-F, Grade- XHN Extra heavy) |
- |
1100 |
|
- |
| 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) |
- |
11280 |
|
Ageing(10180.00) and Tear strength (1100.00) |
| 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- LN light) |
- |
11280 |
|
Ageing(10180.00) and Tear strength (1100.00) |
| 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- MN Medium) |
- |
11280 |
|
Ageing(10180.00) and Tear strength (1100.00) |
| 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) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
| 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- LN light) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
| 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- MN Medium) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
| 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- XHN Extra Heavy) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
| Table1 - v)(Dart Impact Strength) |
- |
850 |
|
- |
| 5.1(Carbon Black Content) |
- |
925 |
|
- |
| 5.2(Panel) |
- |
0 |
|
- |
| 5.3(Ends & Sides dimensions) |
- |
0 |
|
- |
| 5.4(Panel Length & width) |
- |
0 |
|
- |
| Cl. 6.3(Accelerated ageing test) |
- |
0 |
|
- |
| Cl. 6.4(water proofness test) |
- |
1000 |
|
- |
|
21 Feb, 2029 |
- - |
| 65 |
CIPET, Jaipur
| 8122834
| IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
All |
10625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(COLOUR) |
- |
300 |
|
- |
| 9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1100 |
|
- |
| 9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1600 |
|
Testing charges:1100 + Specimen:500 |
| 9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1400 |
|
Testing charges:1100 + Specimen:300 |
| 9.3(Density
IS 12235 (Part 14)) |
- |
500 |
|
- |
| 9.2(Internal Diameter) |
- |
350 |
|
- |
| 9.1( Visual Appearance) |
- |
300 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
250 |
|
- |
| 8.4(Sealing rings - Hardness) |
- |
375 |
|
- |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
250 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
0 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
0 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
0 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0)) |
- |
0 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0)) |
- |
0 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
0 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
0 |
|
- |
| 7.3.2(Rib height) |
- |
0 |
|
- |
| 7.3.1(No.of Ribs) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
0 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported)) |
- |
0 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max) |
- |
0 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
1000 |
|
All dimension charges of CS/CM/CD |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
0 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
0 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
0 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
0 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
0 |
|
- |
| 4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content ) |
- |
950 |
|
- |
| 4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating ) |
- |
0 |
|
- |
| 4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the
resin - Annex A ofIS 10151) |
- |
3000 |
|
- |
| 8.4(Sealing elements
a. Elastomeric material
b. Shore A hardness of sealing Elements
) |
- |
375 |
|
- |
| 5(COLOUR) |
- |
300 |
|
- |
| 9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1100 |
|
- |
| 9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1600 |
|
Testing charges + Specimen ( 1100+500) |
| 9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1400 |
|
Testing charges + Specimen ( 1100+300) |
| 9.3(Density
IS 12235 (Part 14)) |
- |
500 |
|
- |
| 9.2(Internal Diameter) |
- |
350 |
|
- |
| 9.1( Visual Appearance) |
- |
300 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
250 |
|
- |
| 8.4(Sealing rings - Hardness) |
- |
375 |
|
- |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
250 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
0 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
0 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
0 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0)) |
- |
0 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0)) |
- |
0 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
0 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
0 |
|
- |
| 7.3.2(Rib height) |
- |
0 |
|
- |
| 7.3.1(No.of Ribs) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
0 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported)) |
- |
0 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max) |
- |
0 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
1500 |
|
All dimension charges of CS/CM/CD ( Test charge+ Specimen) 1000+500 |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
0 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
0 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
0 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
0 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
0 |
|
- |
| 4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content ) |
- |
950 |
|
- |
| 4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating ) |
- |
0 |
|
- |
| 4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the
resin - Annex A ofIS 10151) |
- |
3000 |
|
- |
| 8.4(Sealing elements
a. Elastomeric material
b. Shore A hardness of sealing Elements
) |
- |
375 |
|
- |
| 5.0(Colour of Pipes) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
0 |
|
- |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
0 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
0 |
|
- |
| 9.7(Effect on Water
a) Lead (first extraction)
b) Lead (Third extraction)
c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)
d) Cadmium (All three extracts)
e) Mercury (All three extracts)
f) Other Toxic Substances
) |
- |
3000 |
|
- |
|
21 Feb, 2029 |
- - |
| 66 |
CIPET, Jaipur
| 8122834
| IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
All grade & size |
41825 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.7(Density) |
- |
500 |
|
- |
| 5, 5.1 table-1(MATERIALS) |
- |
0 |
|
- |
| 5.2(Polyethylene Resin) |
- |
4525 |
|
Complete testing charges for Raw material |
| 5.3 (a)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
| 5.3(b)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
| 5.3(c)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
| 5.3(d)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
| 5.3(e)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
| 5.4(Anti oxydent) |
- |
0 |
|
- |
| 8.3(Carbon black) |
- |
925 |
|
- |
| 8.6(Overall migration) |
- |
2000 |
|
Testing charge:1700+ Specimen: 300 |
| 6, 6.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6, 6.1.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6, 6.1.2(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6.1.3 (PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6.1.4(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6.2(Colour) |
- |
250 |
|
- |
| 6.2.1(6.1.1 Identification Stripes) |
- |
250 |
|
- |
| 7.2(Length) |
- |
250 |
|
- |
| Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported)) |
- |
250 |
|
- |
| 7.4.1.2(Ovality) |
- |
250 |
|
- |
| 8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
21400 |
|
(a) Acceptance Test (48 hrs)/80˚ C: 1600 + (b) Type Test (100 hrs)/27˚ C:4000+ (c) Type test (165 hrs)/80˚ C:4800 + (d) Type test (1000 hrs)/80˚ C:11000. |
| 8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
1600 |
|
- |
| 8.2(Longitudinal Reversion Test) |
- |
900 |
|
Testing charge+ Specimen (700+200) |
| 8.4( Melt Flow Rate) |
- |
1100 |
|
- |
| 8.5 (Oxidation Induction Time) |
- |
2200 |
|
- |
| 8.8(Tensile Strength for Butt-fusion) |
- |
1600 |
|
Testing charges + Specimen ( 1100+500) |
| 8.9 table-6(Elongation at Break) |
- |
1600 |
|
Testing charges + Specimen ( 1100+500) |
| 8.10(Slow Crack Growth Rate) |
- |
6000 |
|
Testing charges + Specimen ( 5500+500) |
| 8.7(Density) |
- |
500 |
|
- |
| 5, 5.1 table-1(MATERIALS) |
- |
0 |
|
- |
| 5.2(Polyethylene Resin) |
- |
5825 |
|
Complete testing charges for Raw material |
| 5.3 (a)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
| 5.3(b)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
| 5.3(c)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
| 5.3(d)(Carbon Black Master Batch) |
- |
950 |
|
- |
| 5.3(e)(Carbon Black Master Batch) |
- |
925 |
|
- |
| 5.4(Anti oxydent) |
- |
0 |
|
- |
| 8.3(Carbon black) |
- |
925 |
|
- |
| 8.6(Overall migration) |
- |
2000 |
|
Testing charge + Specimen:(1700+300) |
| 6, 6.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6, 6.1.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6, 6.1.2(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6.1.3 (PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6.1.4(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6.2(Colour) |
- |
250 |
|
- |
| 6.2.1(6.1.1 Identification Stripes) |
- |
250 |
|
- |
| 7.2(Length) |
- |
250 |
|
- |
| Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported)) |
- |
250 |
|
- |
| 7.4.1.2(Ovality) |
- |
0 |
|
- |
| 8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
21400 |
|
(a) Acceptance Test (48 hrs)/80˚ C: 1600 + (b) Type Test (100 hrs)/27˚ C:4000+ (c) Type test (165 hrs)/80˚ C:4800 + (d) Type test (1000 hrs)/80˚ C:11000. |
| 8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
1600 |
|
- |
| 8.2(Longitudinal Reversion Test) |
- |
900 |
|
Testing charge+ Specimen (700+200) |
| 8.4( Melt Flow Rate) |
- |
1100 |
|
- |
| 8.5 (Oxidation Induction Time) |
- |
2200 |
|
- |
| 8.8(Tensile Strength for Butt-fusion) |
- |
1600 |
|
Testing charges + Specimen ( 1100+500) |
| 8.9 table-6(Elongation at Break) |
- |
1600 |
|
Testing charges + Specimen ( 1100+500) |
| 8.10(Slow Crack Growth Rate) |
- |
6000 |
|
Testing charges + Specimen ( 5500+500) |
| Clause 7.1(Visual Apperance) |
- |
300 |
|
- |
| 5.2(Density) |
- |
1125 |
|
Testing charge + Specimen:(500+625) |
| 5.2(MFI @ 1900C/5.0 Kg) |
- |
1100 |
|
- |
| 5.2(Volatile matter Content) |
- |
700 |
|
- |
| 5.3(Toluene Extract) |
- |
700 |
|
- |
| Clause 7.3(Coiling) |
- |
250 |
|
- |
|
21 Feb, 2029 |
- - |
| 67 |
CIPET, Jaipur
| 8122834
| IS 14885 (2001) |
Polyethylene pipes for the supply of gaseous fuels - Specification |
All grade & size |
472775 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Table-2, 5.1(Conventional Density, IS 7328:1992) |
- |
1125 |
|
Testing charges + Specimen (500+625) |
| 4.4(Colour) |
- |
300 |
|
- |
| Table-2, 5.1(Melt Flow Rate, IS 2530:1963) |
- |
1100 |
|
- |
| Table-2, 5.1(Thermal Staibility, Annex-D) |
- |
2200 |
|
- |
| Table-2, 5.1(Resistance to gas constituents, Cl 5.5) |
- |
5000 |
|
Testing charges + Specimen (1000+4000) |
| Table-2, 5.1(Pigment dispersion, Annex-E) |
- |
600 |
|
- |
| 5.2(Anti Oxidant: Cl. 17 of IS 2530) |
- |
0 |
|
- |
| 5.3(U.V.Stabilizer) |
- |
0 |
|
- |
| 6.1, Table-3(Ovality Pipe, Cl 6.3.2) |
- |
0 |
|
- |
| 6.1, Table-3(Nominal Outside Diameter of Pipes , Cl 6.3.1) |
- |
250 |
|
- |
| 6.2.1, Table-4(Minimum Wall Thickness, Cl.6.3, Cl.6.2.1.1, Table-5) |
- |
250 |
|
- |
| 6.4(Length of pipe) |
- |
250 |
|
- |
| 7, Table-6(Maximmn Out of Square of Each Pipe End) |
- |
0 |
|
- |
| 8.1(Hydraulic Charactristics, Annex-A) |
- |
25100 |
|
Type test (100 hrs./20°C):4000, Type test (1000 hrs./80°C): 11000+250, Notched Pipe (165 hrs./80°C):4800+250, Plain Pipe (165 hrs./80°C):4800 |
| 8.2(Reversion Test. Annex-C) |
- |
900 |
|
Testing charges + Specimen (700+200) |
| 8.3(Density, Annex A of IS 7328) |
- |
500 |
|
- |
| 8.4(Melt Flow Rate (MFR), IS 2530) |
- |
1100 |
|
- |
| 8.5(Thermal Stability to Oxidation, Annex-D) |
- |
2200 |
|
- |
| 8.7(Tensile yield strength, Annex-J) |
- |
1350 |
|
Testing charges + Specimen (1100+250) |
| 8.7(Elongation at break, Annex-J) |
- |
1350 |
|
Testing charges + Specimen (1100+250) |
| 8.8(Resistance to Weathering, Annex-F) |
- |
9000 |
|
- |
| 8.9(Squeeze off, Annex-G) |
- |
1300 |
|
- |
| 8.6 & Table-2(Volatile Content: Annex-H of IS 14885) |
- |
700 |
|
- |
| 8.5 & Table-2(Thermal Stability to Oxidation, Annex-D of IS 14885) |
- |
2200 |
|
- |
|
21 Feb, 2029 |
- - |
| 68 |
CIPET, Jaipur
| 8122834
| IS 15328 (2003) |
Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems - |
All |
22700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.2(Colour ) |
- |
300 |
|
- |
| 5,5.2(Composition of the material
The material shall contain a minimum of
0.3 percent of rutile grade titanium dioxide.) |
- |
1200 |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
500 |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
0 |
|
- |
| 6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
0 |
|
- |
| 6.1.3 (Length of Pipe) |
- |
0 |
|
- |
| 6.1.4,
Table 3(Dimensions of integral sockets and spigot ends :-
a) Elastomeric Sealing Ringsockets and
spigot ends
i)Meean inside dia. Of socket, dsm) |
- |
0 |
|
- |
| 6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
0 |
|
- |
| 6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
0 |
|
- |
| 6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
0 |
|
- |
| 6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
0 |
|
- |
| 6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
0 |
|
- |
| 6.1.4.1
(e3min=0.75e) |
- |
0 |
|
- |
| 6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
0 |
|
- |
| 6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
0 |
|
- |
| 6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
0 |
|
- |
| 6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
0 |
|
- |
| 7(Physical characteristics
) |
- |
0 |
|
- |
| 7.1(Appearance:-
) |
- |
300 |
|
- |
| 7.1(Appearance:-
) |
- |
300 |
|
- |
| 7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
1100 |
|
- |
| 7.4
IS 1223S ( Part 5)(Longitudinal Reversion:
When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent.
The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.) |
- |
1000 |
|
Testing charges+ specimen ( 700+300) |
| 8.1
Annex B(Resistance to External Blows at 0ºC:
When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.) |
- |
1400 |
|
Testing charges+ specimen ( 1100+300) |
| 8.2
Annex C
Table 5(Ring Stiffness:
When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5) |
- |
1400 |
|
Testing charges+ specimen ( 1100+300) |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(Resistance to internal Hydrostatic Pressure(Type Test)
a) Acceptance Test:(1h at 27 0 C)
) |
- |
850 |
|
- |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
11000 |
|
- |
| 9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
0 |
|
- |
| 9.2
IS 14182(b) Solvent cement) |
- |
0 |
|
- |
| 10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
850 |
|
- |
| 10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
1000 |
|
- |
| 10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
850 |
|
- |
| 10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
1000 |
|
- |
| '7.5 (amdt.7)(Effect on Water (Type test)) |
- |
3000 |
|
- |
| 7.2(Colour ) |
- |
300 |
|
- |
| 5,5.2(Composition of the material
The material shall contain a minimum of
0.3 percent of rutile grade titanium dioxide.) |
- |
1200 |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
500 |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
0 |
|
- |
| 6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
0 |
|
- |
| 6.1.3 (Length of Pipe) |
- |
0 |
|
- |
| 6.1.4,
Table 3(Dimensions of integral sockets and spigot ends :-
a) Elastomeric Sealing Ringsockets and
spigot ends
i)Meean inside dia. Of socket, dsm) |
- |
0 |
|
- |
| 6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
0 |
|
- |
| 6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
0 |
|
- |
| 6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
0 |
|
- |
| 6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
0 |
|
- |
| 6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
0 |
|
- |
| 6.1.4.1
(e3min=0.75e) |
- |
0 |
|
- |
| 6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
0 |
|
- |
| 6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
0 |
|
- |
| 6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
0 |
|
- |
| 6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
0 |
|
- |
| 7(Physical characteristics
) |
- |
0 |
|
- |
| 7.1(Appearance:-
) |
- |
300 |
|
- |
| 7.1(Appearance:-
) |
- |
0 |
|
- |
| 7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
1100 |
|
- |
| 7.4
IS 1223S ( Part 5)(Longitudinal Reversion:
When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent.
The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.) |
- |
1000 |
|
Testing charges+ specimen ( 700+300) |
| 8.1
Annex B(Resistance to External Blows at 0ºC:
When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.) |
- |
1400 |
|
Testing charges+ specimen ( 1100+300) |
| 8.2
Annex C
Table 5(Ring Stiffness:
When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5) |
- |
1400 |
|
Testing charges+ specimen ( 1100+300) |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(Resistance to internal Hydrostatic Pressure(Type Test)
a) Acceptance Test:(1h at 27 0 C)
) |
- |
850 |
|
- |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
11000 |
|
- |
| 9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
0 |
|
- |
| 9.2
IS 14182(b) Solvent cement) |
- |
0 |
|
- |
| 10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
850 |
|
- |
| 10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
1000 |
|
- |
| 10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
850 |
|
- |
| 10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
1000 |
|
- |
| '7.5 (amdt.7)(Effect on Water (Type test)) |
- |
3000 |
|
- |
|
21 Feb, 2029 |
- - |
| 69 |
CIPET, Jaipur
| 8122834
| IS 10889 (2004) |
High density polyethylene films (First Revision) |
All |
6050 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.0(Grades) |
- |
300 |
|
- |
| 5.1(Materials) |
- |
2225 |
|
Density(500+ Specimen Preparation 625)+MFI(1100) |
| 5.2(Black Compound) |
- |
2225 |
|
- |
| 6.1.1(Appearance) |
- |
300 |
|
- |
| 6.1.2(Film Form) |
- |
300 |
|
- |
| 6.1.3(Odour ) |
- |
300 |
|
- |
| 6.1.4(Density) |
- |
1125 |
|
Density(500+ Specimen Preparation 625) |
| 6.1.5(Melt Flow Rate) |
- |
1100 |
|
- |
| 6.1.6(Black Film) |
- |
2225 |
|
- |
| 6.2.1, Table 1(Nominal Thickness) |
- |
250 |
|
- |
| 6.2.1, Table 1(Tolerance, Percent Grade 1 and 2) |
- |
250 |
|
- |
| 6.2.2, Table 2(Nominal Width) |
- |
250 |
|
- |
| 6.2.2, Table 2(Tolerance, Percent Grade 1 and 2) |
- |
250 |
|
- |
| 6.3, Table 3(Yield Tolerance) |
- |
600 |
|
- |
| 6.3, Table 3(Tolerance, Percent Grade 1 and 2) |
- |
600 |
|
- |
| 6.4.1(Tensile Strength at Break) |
- |
1100 |
|
- |
| 6.4.1, Table 4(Direction) |
- |
1100 |
|
- |
| 6.4.1, Table 4(Grade 1 and 2) |
- |
1100 |
|
- |
| 6.4.2(Elongation at Break) |
- |
1100 |
|
- |
| 6.4.2, Table 5(Direction) |
- |
1100 |
|
- |
| 6.4.2, Table 5(Elongation at Break, Percent Grade 1 and 2) |
- |
1100 |
|
- |
| 6.4.3(Impact Resistance (Falling Dart)) |
- |
850 |
|
- |
| 6.4.3, Table 6(Average Thickness of Film) |
- |
250 |
|
- |
| 6.4.3, Table 6(Impact Failure Load) |
- |
1100 |
|
- |
| 4.0(Grades) |
- |
0 |
|
- |
| 5.1(Materials) |
- |
2225 |
|
Density(500+ Specimen Preparation 625)+MFI(1100) |
| 5.2(Black Compound) |
- |
1625 |
|
Carbon black Content +Carbon black dispersion |
| 6.1.1(Appearance) |
- |
300 |
|
- |
| 6.1.2(Film Form) |
- |
0 |
|
- |
| 6.1.3(Odour ) |
- |
0 |
|
- |
| 6.1.4(Density) |
- |
1125 |
|
Density(500+ Specimen 625) |
| 6.1.5(Melt Flow Rate) |
- |
1100 |
|
- |
| 6.1.6(Black Film) |
- |
1625 |
|
Carbon black Content+ Carbon black dispersion |
| 6.2.1, Table 1(Nominal Thickness) |
- |
250 |
|
- |
| 6.2.1, Table 1(Tolerance, Percent Grade 1 and 2) |
- |
250 |
|
- |
| 6.2.2, Table 2(Nominal Width) |
- |
250 |
|
- |
| 6.2.2, Table 2(Tolerance, Percent Grade 1 and 2) |
- |
250 |
|
- |
| 6.3, Table 3(Yield Tolerance) |
- |
600 |
|
- |
| 6.3, Table 3(Tolerance, Percent Grade 1 and 2) |
- |
0 |
|
- |
| 6.4.1(Tensile Strength at Break) |
- |
1100 |
|
Machine direction (MD) |
| 6.4.1, Table 4(Direction) |
- |
1100 |
|
Transverse direction (TD) |
| 6.4.1, Table 4(Grade 1 and 2) |
- |
0 |
|
- |
| 6.4.2(Elongation at Break) |
- |
0 |
|
- |
| 6.4.2, Table 5(Direction) |
- |
0 |
|
- |
| 6.4.2, Table 5(Elongation at Break, Percent Grade 1 and 2) |
- |
0 |
|
- |
| 6.4.3(Impact Resistance (Falling Dart)) |
- |
850 |
|
- |
| 6.4.3, Table 6(Average Thickness of Film) |
- |
0 |
|
- |
| 6.4.3, Table 6(Impact Failure Load) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 70 |
CIPET, Jaipur
| 8122834
| IS 13488 (2008) |
Irrigation equipment - Emitting pipe systems - Specification (First Revision) |
All |
12075 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 |
|
Declaration by manufacturer |
| 5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent ) |
- |
0 |
|
Declaration by manufacturer |
| 5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant) |
- |
0 |
|
Declaration by manufacturer |
| 5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density) |
- |
500 |
|
- |
| 5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989) |
- |
0 |
|
Declaration by manufacturer |
| 5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989) |
- |
0 |
|
Declaration by manufacturer |
| 5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963) |
- |
925 |
|
- |
| 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 |
|
- |
| 5.1.2 (Ref. Cl 4.3 of IS 12786 : 1989)(Addition of not more than 10 percent of the manufactures own rework material produced during the manufacture and works testing of pipe complying with this standard is permitted. No other rework material shall be used) |
- |
0 |
|
Declaration by manufacturer |
| 6.2.2(Fittings) |
- |
250 |
|
- |
| 6.3(General) |
- |
300 |
|
- |
| 8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
1000 |
|
- |
| 8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes) |
- |
1000 |
|
- |
| 8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure) |
- |
1000 |
|
- |
| 8.2.1(Unregu/Qt~d Emining Pipe) |
- |
0 |
|
- |
| 8.2.2(Regulated Emitting Pipes) |
- |
0 |
|
- |
| 8.3.1(Wall Thickness ofEmitting Pipe) |
- |
250 |
|
- |
| 8.3.2(Inside Diameter ofEmitting Pipe) |
- |
250 |
|
- |
| 8.3.3(Flow Paths in Emitting Unit) |
- |
400 |
|
- |
| 8.3.4(Spacing ofEmitter Units) |
- |
0 |
|
- |
| 8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature) |
- |
1000 |
|
- |
| 8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature) |
- |
1600 |
|
- |
| 8.5(Resistance to Tension at Elevated Temperature) |
- |
1100 |
|
- |
| 8.6(Resistance to Pull Out of Joints Between Fitting and Emitting
IS 13479) |
- |
400 |
|
- |
| 8.7.1(Resistance of PE Emitting Pipe to
Environmental Stress Cracking -Acceptance Test
Annex D of IS 12786) |
- |
1200 |
|
- |
| 8.7.2(Resistance of PE Emitting Pipe to
Environmental Stress Cracking - Type Test
Annex D of IS 12786) |
- |
1600 |
|
- |
| 8.8(Determination of Emitting Unit Exponent) |
- |
600 |
|
- |
| 9.1(DESIGNATION - Non regulated Emitting Pipe) |
- |
0 |
|
Declaration by manufacturer |
| 9.2(DESIGNATION - Regulated Emitting Pipe) |
- |
0 |
|
Declaration by manufacturer |
| 5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent ) |
- |
1050 |
|
- |
| 5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant) |
- |
0 |
|
- |
| 5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density) |
- |
500 |
|
- |
| 5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989) |
- |
1000 |
|
- |
| 5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989) |
- |
700 |
|
- |
| 5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963) |
- |
925 |
|
- |
| 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 |
|
- |
| 6.2.2(Fittings) |
- |
0 |
|
- |
| 6.3(General) |
- |
300 |
|
- |
| 8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
1000 |
|
- |
| 8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes) |
- |
1000 |
|
- |
| 8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure) |
- |
1000 |
|
- |
| 8.2.1(Unregu/Qt~d Emining Pipe) |
- |
1000 |
|
- |
| 8.2.2(Regulated Emitting Pipes) |
- |
1000 |
|
- |
| 8.3.1(Wall Thickness ofEmitting Pipe) |
- |
0 |
|
- |
| 8.3.2(Inside Diameter ofEmitting Pipe) |
- |
0 |
|
- |
| 8.3.3(Flow Paths in Emitting Unit) |
- |
400 |
|
- |
| 8.3.4(Spacing ofEmitter Units) |
- |
0 |
|
- |
| 8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature) |
- |
1000 |
|
- |
| 8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature) |
- |
1600 |
|
- |
| 8.5(Resistance to Tension at Elevated Temperature) |
- |
1100 |
|
- |
| 8.6(Resistance to Pull Out of Joints Between Fitting and Emitting
IS 13479) |
- |
400 |
|
- |
| 8.7.1(Resistance of PE Emitting Pipe to
Environmental Stress Cracking -Acceptance Test
Annex D of IS 12786) |
- |
1200 |
|
- |
| 8.7.2(Resistance of PE Emitting Pipe to
Environmental Stress Cracking - Type Test
Annex D of IS 12786) |
- |
1600 |
|
- |
| 8.8(Determination of Emitting Unit Exponent) |
- |
600 |
|
- |
| 9.1(DESIGNATION - Non regulated Emitting Pipe) |
- |
0 |
|
- |
| 9.2(DESIGNATION - Regulated Emitting Pipe) |
- |
0 |
|
- |
| 4.1 a(Identification) |
- |
1050 |
|
- |
|
21 Feb, 2029 |
- - |
| 71 |
CIPET, Jaipur
| 8122834
| IS 15907 (2010) |
Agro textiles – High density polyethylene (HDPE) woven beds for vermiculture – Specification |
All |
92830 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.3(Cord Beading - IS 15907) |
- |
0 |
|
- |
| 5.1(MANUFACTURE- IS 15907) |
- |
300 |
|
- |
| 5.2.1(Lamination- IS 15907) |
- |
800 |
|
- |
| 5.2.1(Thickness of coating film- method A of IS 13162 (Part 3)) |
- |
250 |
|
- |
| 5.2.1(Lamination- IS 15907) |
- |
0 |
|
- |
| 5.2.2(Lamination- IS 15907) |
- |
0 |
|
- |
| 5.2.2(coating thickness of the sandwich lamination- method A of IS 13162 (Part 3)) |
- |
300 |
|
- |
| 5.3.1(Construction- IS 15907) |
- |
250 |
|
- |
| 5.3.1(The width of the hem - IS 15907) |
- |
0 |
|
- |
| 5.3.2(Construction- IS 15907) |
- |
0 |
|
- |
| 5.3.2(Finished width of pocket - IS 15907) |
- |
0 |
|
- |
| 5.4(Bonding- IS 15907) |
- |
300 |
|
- |
| 6- Table 1- SL.No (i)(Mass) |
- |
250 |
|
- |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 ) |
- |
1350 |
|
Testing charge + Specimen( 1100+250) |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,weft - IS 1969 ) |
- |
1100 |
|
- |
| 6- Table 1- SL.No (iii)(Elongation at break of fabric- IS 1969) |
- |
1100 |
|
- |
| 6- Table 1- SL.No (iv)(Retention of breaking strength after UV exposure, - Annex B of IS 15907 and IS 1969) |
- |
1100 |
|
- |
| 6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969) |
- |
1350 |
|
Testing charge+ Specimen ( 1100+250) |
| 6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969) |
- |
1100 |
|
- |
| 6- Table 1- SL.No (vii)(Tear strength, Warp - Method A2 of IS 7016 (Part 3)) |
- |
1350 |
|
Testing charges + specimen ( 1100+250) |
| 6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3)) |
- |
1100 |
|
- |
| 6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907) |
- |
1350 |
|
Testing charge+ Specimen ( 1100=250) |
| 6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907) |
- |
1450 |
|
Testing charge+Specimen ( 1200+250) |
| 6- Table 1- SL.No (x)(Resistance to chemicals, change in the mass - Annex E of IS 15907) |
- |
2250 |
|
Testing charge+ specimen ( 2000+250) |
| 6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454) |
- |
1750 |
|
Testing charge+ specimen ( 1500+250) |
| 6- Table 1- SL.No (xii)(Bursting pressure-IS 1966) |
- |
1350 |
|
Testing charge+ specimen ( 1100+250) |
| 6.1(Length -IS 15907) |
- |
250 |
|
- |
| 6.1(Width - IS 15907) |
- |
250 |
|
- |
| 6.1(Height - IS 15907) |
- |
300 |
|
- |
| 6.2(Water Proofness,IS 7941) |
- |
1250 |
|
Testing charge+ specimen ( 1000+250) |
| 6.2(Water Proofness, IS 7940) |
- |
1350 |
|
- |
|
21 Feb, 2029 |
- - |
| 72 |
CIPET, Jaipur
| 8122834
| IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
Type A& B, All Size |
16000 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 |
|
- |
| 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 |
|
- |
| Cl.7.1(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6)) |
- |
500 |
|
- |
| Cl.7.1(Outside Diameter at any point (Take 8 reading reported minimum, maximum)) |
- |
500 |
|
- |
| Cl.7.1(Wall thickness "minimum,maximum" (Take 8 reading)) |
- |
250 |
|
- |
| 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 |
|
- |
| 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.) |
- |
500 |
|
- |
| 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 |
|
- |
| 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 |
|
- |
| 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.) |
- |
700 |
|
Testing charge + Specimen ( 700+300) |
| 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 |
|
- |
| 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 |
|
- |
| 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 |
|
Effect on sunlight for 1600 hrs.* (Natural Weathering) testing charge. |
| Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2500 |
|
Testing charge+ Specimen (2000+500) |
| 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 |
|
Testing charge+ Specimen (1100+300) |
| 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.) |
- |
2700 |
|
Testing charge+ Specimen (1100 x 2+500) Tensile Strength (Before Exposure) & Tensile Strength (after Exposure) |
| Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
700 |
|
- |
| 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 |
|
- |
| Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane) |
- |
1000 |
|
- |
| 8.6(Effect on Water Test) |
- |
3000 |
|
- |
|
21 Feb, 2029 |
- - |
| 73 |
CIPET, Jaipur
| 8122834
| IS 16098 Part 1 (2013) |
Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 1 Pipes and Fittings With Smooth External Surface, Type A |
All |
52550 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.3.1(Dimension of Pipes and Fittings
Diameter of pipe) |
- |
500 |
|
- |
| 6.3.2(Dimension of Pipes and Fittings
Lengths of Pipe) |
- |
0 |
|
- |
| 6.3.3(Dimension of Pipes and Fittings
Diameters of Pipes and Spigots of Pipes orFittings) |
- |
0 |
|
- |
| 7.0(Physical characteristics for pipes and fittings
Appearance) |
- |
0 |
|
- |
| 7.1.1(Physical characteristics for pipes and fittings
Colour of Finished Pipes) |
- |
0 |
|
- |
| 7.2(Physical characteristics for pipes and fittings
) |
- |
0 |
|
- |
| 7.3(Physical characteristics for pipes and fittings
) |
- |
0 |
|
- |
| 8.1.1(Mechanical Characteristics of Pipes
General) |
- |
0 |
|
- |
| 8.1.1(Mechanical Characteristics of Pipes
General) |
- |
0 |
|
- |
| 8.1.2 (a)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
| 8.1.2 (b)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
| 8.1.2 (c)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
| 8.1.2 (d)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
| 8.1.2 (e)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
| 8.2.1(Mechanical Characteristics of Fittings
General) |
- |
0 |
|
- |
| 8.2.1(Mechanical Characteristics of Fittings
General) |
- |
0 |
|
- |
| 8.2.2(Mechanical Characteristics of Fittings) |
- |
0 |
|
- |
| 8.3(Joints) |
- |
0 |
|
- |
| 9
(Table 12)(Performance Requirements) |
- |
0 |
|
- |
| 11.1(Marking
General) |
- |
0 |
|
- |
| 11.2.1(Minimum Required Marking
Pipes) |
- |
0 |
|
- |
| 11.2.2(Minimum Required Marking
Fittings) |
- |
0 |
|
- |
| 5.0(Composition of the material) |
- |
0 |
|
- |
| 5.1(Composition of the material) |
- |
0 |
|
- |
| 5.2 Table 1(Composition of the material- Resistance to internal hydrostatic Pipe material (1) 1 000 IS 12235 No seepage, cracking, pressure at 60ºC) |
- |
0 |
|
- |
| 5.3(Composition of the material) |
- |
0 |
|
- |
| 5.4(Composition of the material) |
- |
0 |
|
- |
| 6.0(DESIGNATION OF WALL CONSTRUCTIONS
AND EXAMPLES OF TYPICAL JOINTING
METHODS
) |
- |
0 |
|
- |
| 6.1(Wall Construction Designated as Type A) |
- |
300 |
|
- |
| 6.2(Deswignation) |
- |
0 |
|
- |
| 6.3(Dimensions of pipes and fittings) |
- |
500 |
|
- |
| 6.3.1 Table 2(Mean outside diameter) |
- |
0 |
|
- |
| 6.3.2 Table 3(Wall thickness) |
- |
0 |
|
- |
| 6.3.3 Fig 2(Length of pipe) |
- |
0 |
|
- |
| 6.3.4,Table 4,5(Dimensions of Integral sckets and spigot ends) |
- |
0 |
|
- |
| 6.3.4.1(Wall thickness of sockets) |
- |
0 |
|
- |
| 6.3.4.2(Fabricated fittings) |
- |
0 |
|
- |
| 6.3.4.3(Rotational moulded fittings) |
- |
0 |
|
- |
| 6.3.4.4(Type of fittings) |
- |
0 |
|
- |
| 7.0(Physical characteristics of pipes) |
- |
0 |
|
- |
| 7.1(Appearance) |
- |
300 |
|
- |
| 7.3(Vicat softening temperature of pipes) |
- |
1100 |
|
- |
| 7.4(Resistance to Dichloromethane) |
- |
1000 |
|
- |
| 7.5(longitudinal reversion) |
- |
1000 |
|
Testing charges + Specimen ( 700+300) |
| 8.0(Physical characteristics of fittings) |
- |
0 |
|
- |
| 8.1(Appearance and colour) |
- |
300 |
|
- |
| 8.2(Vicat softening temperature of fittings) |
- |
1100 |
|
- |
| 8.3(Effect of Heating (Stress Relief Test)) |
- |
700 |
|
- |
| 9.0(Mechanical characteristics ofpipes) |
- |
0 |
|
- |
| 9.1(Ring stiffness) |
- |
1400 |
|
Testing Charge + Specimen ( 1100+300) |
| 9.2(Resistance to external blows at o C) |
- |
1400 |
|
Testing Charge + Specimen ( 1100+300) |
| 9.3(Ring flexibility) |
- |
1100 |
|
- |
| 9.4(Creep ratio) |
- |
26300 |
|
Testing Charge + Specimen or conditioning ( 1100+25200) |
| 10.0(Mechanical Characteristics of fittings) |
- |
0 |
|
- |
| 10.1(Impact Strength of Injection Moulded and
Fabricated Fittings) |
- |
1100 |
|
- |
| 11.0(Joints) |
- |
0 |
|
- |
| 11.1(Elastomeric Sealing Rings) |
- |
0 |
|
- |
| 11.2(Solvent cement) |
- |
0 |
|
- |
| 12.0(PERFORMANCE REQUIREMENTS) |
- |
0 |
|
- |
| 12.1(Elastomeric Sealing Ring Joints) |
- |
850 |
|
- |
| 12.1.1(Tightness of Elastomeric Sealing Ring Joints (Water pressure)) |
- |
1150 |
|
Testing Charge + Specimen ( 850+300) |
| 12.1.2(Tightness of Elastomeric Sealing Ring Joints (Internal Vaccum )) |
- |
2300 |
|
Testing Charge + Specimen ( 2000+300) |
| 12.1.3(Resistance to Combined Temperature Cycling
and External Loading) |
- |
0 |
|
- |
| 12.2(Solvent cement joints) |
- |
0 |
|
- |
| 12.2.1(Tightness of Solvent cemented Ring Joints ) |
- |
0 |
|
- |
| 12.2.2(Tightness of Solvent cemented Ring Joints (Vaccum pressure)) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 74 |
CIPET, Jaipur
| 8122834
| IS 16098 Part 2 (2013) |
Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 2 Pipes and Fittings with Non-Smooth External Surface, Type B |
All |
99000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Table -1 Cl. No. 5.1, i)(Base Density) |
- |
500 |
|
- |
| Table -1 Cl. No. 5.1, ii)(Melt Flow Rate (MFR) at (190ºC, 5kg load)) |
- |
1100 |
|
- |
| Table -1 Cl. No. 5.1, iii)(Thermal Stability (Oxidation Induction Test, OIT) at 200ºC) |
- |
2200 |
|
- |
| " 5.1 Table-2 ", i)(Resistance to Internal Pressure 165hrs) |
- |
4800 |
|
- |
| " 5.1 Table-2 ", ii)(Resistance to Internal Pressure 1000hrs) |
- |
11000 |
|
- |
| 6.3.1 & Table-5(Dim (min.)
E4 (min)
E5 (min.)
Socket Length) |
- |
250 |
|
- |
| 6.3.2(Length of Pipe) |
- |
250 |
|
- |
| 6.3.3(Out Side Diameter) |
- |
250 |
|
- |
| 6.3.5.1.1(Ring Stiffness of Spigot + socket) |
- |
0 |
|
- |
| "6.3.5.1.5 Table-5 "(Socket thickness Avg. (min.) Avg.) |
- |
250 |
|
- |
| 6.3.5.2(Wall Thickness(e4 min)) |
- |
250 |
|
- |
| 6.3.5.2("Construction Height of body wall(ec)
Wall Thickness (emin)
") |
- |
0 |
|
- |
| 7.1(Appearance) |
- |
300 |
|
- |
| 7.1.1(Color of Finished Pipes) |
- |
300 |
|
- |
| 7.2 Table-6 (i)(Resistance to Heating oven test at (110±2ºC for 30 minute)) |
- |
1100 |
|
- |
| 8.1.1 Table-10 (i)(Ring Stiffness) |
- |
1100 |
|
- |
| 8.1.1 Table-10 (ii)(Impact Strength at (0±1 ºC)) |
- |
1100 |
|
- |
| 8.1.1, 8.1.2 Table-10 (iii)(Ring flexibility 30% of dem) |
- |
1100 |
|
- |
| 8.1.1 Table-10 (iv)(Creep ratio) |
- |
26300 |
|
Test charges+ Conditioning ( 1100+25200) |
| 9 Table-12 (i)(Tightness of elastomeric ring seal Joint) |
- |
300 |
|
- |
| 9 Table 12 (ii)(Water tightness) |
- |
1000 |
|
- |
| 9 Table- 12 (iii)(Resistance to combined temperature cycling and external loading) |
- |
39000 |
|
- |
| Table -1 Cl. No. 5.1, i)(Base Density) |
- |
500 |
|
- |
| Table -1 Cl. No. 5.1, ii)(Melt Flow Rate (MFR) at (190ºC, 5kg load)) |
- |
1100 |
|
- |
| Table -1 Cl. No. 5.1, iii)(Thermal Stability (Oxidation Induction Test, OIT) at 200ºC) |
- |
2200 |
|
- |
| " 5.1 Table-2 ", i)(Resistance to Internal Pressure 165hrs) |
- |
4800 |
|
- |
| " 5.1 Table-2 ", ii)(Resistance to Internal Pressure 1000hrs) |
- |
11000 |
|
- |
| 6.3.1 & Table-5(Dim (min.)
E4 (min)
E5 (min.)
Socket Length) |
- |
250 |
|
- |
| 6.3.2(Length of Pipe) |
- |
250 |
|
- |
| 6.3.3(Out Side Diameter) |
- |
250 |
|
- |
| 6.3.5.1.1(Ring Stiffness of Spigot + socket) |
- |
0 |
|
- |
| "6.3.5.1.5 Table-5 "(Socket thickness Avg. (min.) Avg.) |
- |
0 |
|
- |
| 6.3.5.2(Wall Thickness(e4 min)) |
- |
0 |
|
- |
| 6.3.5.2("Construction Height of body wall(ec)
Wall Thickness (emin)
") |
- |
0 |
|
- |
| 7.1(Appearance) |
- |
300 |
|
- |
| 7.1.1(Color of Finished Pipes) |
- |
300 |
|
- |
| 7.2 Table-6 (i)(Resistance to Heating oven test at (110±2ºC for 30 minute)) |
- |
1100 |
|
- |
| 8.1.1 Table-10 (i)(Ring Stiffness) |
- |
1100 |
|
- |
| 8.1.1 Table-10 (ii)(Impact Strength at (0±1 ºC)) |
- |
1100 |
|
- |
| 8.1.1, 8.1.2 Table-10 (iii)(Ring flexibility 30% of dem) |
- |
1100 |
|
- |
| 8.1.1 Table-10 (iv)(Creep ratio) |
- |
26300 |
|
Test charges+ Conditioning ( 1100+25200) |
| 9 Table-12 (i)(Tightness of elastomeric ring seal Joint) |
- |
300 |
|
- |
| 9 Table 12 (ii)(Water tightness) |
- |
1000 |
|
- |
| 9 Table- 12 (iii)(Resistance to combined temperature cycling and external loading) |
- |
39000 |
|
- |
|
21 Feb, 2029 |
- - |
| 75 |
CIPET, Jaipur
| 8122834
| IS 14887 (2014) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
PE & PP All |
25080 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.2(Tapes – Width and Thickness
( IS 6192/IS 11197)) |
- |
250 |
|
- |
| 3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
500 |
|
- |
| 3.2(Tapes – Tenacity (IS 6192/IS 11197)) |
- |
250 |
|
- |
| 3.2(Tapes – Elongation at point of rupture
(IS 6192/IS 11197)) |
- |
1100 |
|
- |
| 3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192)) |
- |
0 |
|
- |
| 3.2(Tapes – Colour Fastness for pigmented tapes (IS 6192/IS 11197)) |
- |
850 |
|
- |
| 3.2(Tapes – Dimensional stability (PP)
(IS 11197)) |
- |
700 |
|
- |
| 3.2(Unlaminated Fabric Mass ) |
- |
250 |
|
- |
| 3.3.1(Bottom seam (IS 10789)) |
- |
250 |
|
- |
| 4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4)) |
- |
250 |
|
- |
| 4.2 and Table 1 ii(Dimensions ) |
- |
250 |
|
- |
| 5.2 and Table 1 iii(Ends per dm ) |
- |
200 |
|
- |
| 5.2 and Table 1 iv(Picks per dm ) |
- |
200 |
|
- |
| 4.2 and Table 1 v(Mass of sack ) |
- |
300 |
|
- |
| 4.2 and Table 1 vi(Average breaking strength of fabric ) |
- |
1100 |
|
- |
| 4.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1100 |
|
- |
| 4.2 and Table 1 viii(Elongation at break of fabric ) |
- |
0 |
|
- |
| 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 ) |
- |
10180 |
|
For UV Test (100*65+92*40)=10180 |
| 4.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
| 4.2 and Table 1 x(Ash content ) |
- |
0 |
|
- |
| 3.1(Material Identification) |
- |
4000 |
|
FTIR + DSC |
| 3.1(Overall Migration) |
- |
2000 |
|
Testing+ Specimen charges ( 1700+300) |
| 3.2(Density) |
- |
500 |
|
- |
| 3.2(MFI) |
- |
1100 |
|
- |
|
21 Feb, 2029 |
- - |
| 76 |
CIPET, Jaipur
| 8122834
| IS 14252 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
PE & PP All |
19090 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Raw Material) |
- |
1050 |
|
- |
| 3.2(Tapes – Width
) |
- |
250 |
|
- |
| 3.2(Tapes – Linear Density
) |
- |
0 |
|
- |
| 3.3(Tying Cord) |
- |
0 |
|
- |
| 3.4(Sack) |
- |
0 |
|
- |
| 3.4.1(Seam) |
- |
0 |
|
- |
| 4.1 and Table 1 i a(Dimensions Outside Length) |
- |
250 |
|
- |
| 4.1 and Table 1 i b(Dimensions Outside Width) |
- |
250 |
|
- |
| 4.1 and Table 1 ii(Ends per dm ) |
- |
250 |
|
- |
| 4.1 and Table 1 iii(Picks per dm ) |
- |
250 |
|
- |
| 4.2 and Table 1 iv(Mass of sack
) |
- |
250 |
|
- |
| 4.1 and Table 1 v a(Average breaking strength of fabric Warpway
) |
- |
1100 |
|
- |
| 4.1 and Table 1 v b(Average breaking strength of fabric Weftway
) |
- |
1100 |
|
- |
| 4.1 and Table 1 vi(Average Breaking strength of bottom seam ) |
- |
1100 |
|
- |
| 4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise) |
- |
1100 |
|
- |
| 4.1 and Table 1 vii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
- |
| 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 ) |
- |
11440 |
|
UV exposure(10340)+Breaking strength(1100) |
| 4.1 and Table 1 ix(Ash content ) |
- |
950 |
|
- |
| 3.1(Raw Material) |
- |
1050 |
|
- |
| 3.2(Tapes – Width
) |
- |
250 |
|
- |
| 3.2(Tapes – Linear Density
) |
- |
0 |
|
- |
| 3.3(Tying Cord) |
- |
0 |
|
- |
| 3.4(Sack) |
- |
0 |
|
- |
| 3.4.1(Seam) |
- |
0 |
|
- |
| 4.1 and Table 1 i a(Dimensions Outside Length) |
- |
250 |
|
- |
| 4.1 and Table 1 i b(Dimensions Outside Width) |
- |
250 |
|
- |
| 4.1 and Table 1 ii(Ends per dm ) |
- |
250 |
|
- |
| 4.1 and Table 1 iii(Picks per dm ) |
- |
250 |
|
- |
| 4.2 and Table 1 iv(Mass of sack
) |
- |
250 |
|
- |
| 4.1 and Table 1 v a(Average breaking strength of fabric Warpway
) |
- |
1100 |
|
- |
| 4.1 and Table 1 v b(Average breaking strength of fabric Weftway
) |
- |
1100 |
|
- |
| 4.1 and Table 1 vi(Average Breaking strength of bottom seam ) |
- |
1100 |
|
- |
| 4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise) |
- |
1100 |
|
- |
| 4.1 and Table 1 vii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
- |
| 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 ) |
- |
11440 |
|
UV exposure(10340)+Breaking strength(1100) |
| 4.1 and Table 1 ix(Ash content ) |
- |
950 |
|
- |
|
21 Feb, 2029 |
- - |
| 77 |
CIPET, Jaipur
| 8122834
| IS 11652 (2017) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
PE & All PP |
30330 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Raw Material
) |
- |
2000 |
|
- |
| 4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
250 |
|
- |
| Fig. 1- Table 1- Sr. no. ii
(Ends per dm - Annex B 40 ± 2 ) |
- |
250 |
|
- |
| Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
250 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note )- Annex B
c) Width of gusset (e) 76 ± 10 mm
) |
- |
500 |
|
- |
| Fig. 1- Table 1-Sr. no. i
(Dimensions, mm (see Note )- Annex B
b) Width of sack (w) 480 ± 10 mm
) |
- |
0 |
|
- |
| Fig. 1, Table 1
(i) Dimensions, mm (see Note ) -Annex B
a) Length of sack, inside (l), 710 ± 10 mm
) |
- |
0 |
|
- |
| 4.5(and the remaining overhang shall not be more than 5 mm after trimming.) |
- |
0 |
|
- |
| 4.2
(Fabric) |
- |
2000 |
|
identification |
| 4.2
(Linear Density, 900 denier) |
- |
500 |
|
- |
| 4.2
(The woven fabric shall be
of mesh, 10 × 10 per inch) |
- |
300 |
|
- |
| 4.2
(The woven fabric shall be
of weight, 79 g/m2 ) |
- |
250 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances: a) ± 10 percent on individual value, and
) |
- |
0 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances:
b) ± 5 percent on average.
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
500 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| 4.3(Sacks) |
- |
300 |
|
- |
| 4.4(Seam
) |
- |
2000 |
|
identification |
| 4.5(Lamination ) |
- |
2000 |
|
identification |
| 4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
400 |
|
- |
| 4.7(Valve for Filling of Sacks) |
- |
300 |
|
- |
| 4.7(There shall be a double fold at the top seam and) |
- |
0 |
|
- |
| 4.7(and then stitching shall be done through six layers.) |
- |
0 |
|
- |
| 4.7(and then stitching shall be done through six layers.) |
- |
0 |
|
- |
| 4.7(The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and) |
- |
0 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) Non-gusseted type 70 + 6%) |
- |
500 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) gusseted type 71 + 6%) |
- |
500 |
|
- |
| 5/5.1(The mass of bale of sacks (excluding packing materials) shall be within ± 3 percent of the mass calculated by multiplying the number of sacks with the mass of sack specified in Table 1.) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): -1969 (Part 1) a) Lengthwise , 900 (91.8) ) |
- |
1100 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
1100 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
1100 |
|
- |
| 5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure) |
- |
1100 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D a) For UV stabilized sacks 2.2
) |
- |
950 |
|
- |
| 5/5.6 (UV Resistance, ) |
- |
10180 |
|
- |
| 5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to a) UV Radiation -Annex F ) |
- |
0 |
|
- |
| 4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
0 |
|
- |
| 4.1(Raw Material
) |
- |
2000 |
|
- |
| 4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
250 |
|
- |
| Fig. 1- Table 1- Sr. no. ii
(Ends per dm - Annex B 40 ± 2 ) |
- |
250 |
|
- |
| Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
250 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note )- Annex B
c) Width of gusset (e) 76 ± 10 mm
) |
- |
500 |
|
- |
| Fig. 1- Table 1-Sr. no. i
(Dimensions, mm (see Note )- Annex B
b) Width of sack (w) 480 ± 10 mm
) |
- |
0 |
|
- |
| Fig. 1, Table 1
(i) Dimensions, mm (see Note ) -Annex B
a) Length of sack, inside (l), 710 ± 10 mm
) |
- |
0 |
|
- |
| 4.2
(Fabric) |
- |
2000 |
|
identification |
| 4.2
(Linear Density, 900 denier) |
- |
500 |
|
- |
| 4.2
(The woven fabric shall be
of mesh, 10 × 10 per inch) |
- |
300 |
|
- |
| 4.2
(The woven fabric shall be
of weight, 79 g/m2 ) |
- |
250 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances: a) ± 10 percent on individual value, and
) |
- |
0 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances:
b) ± 5 percent on average.
) |
- |
0 |
|
- |
| 4.3(Sacks) |
- |
300 |
|
- |
| 4.4(Seam
) |
- |
2000 |
|
identification |
| 4.7(There shall be a double fold at the top seam and) |
- |
0 |
|
- |
| 4.7(and then stitching shall be done through six layers.) |
- |
0 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) gusseted type 71 + 6%) |
- |
500 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
1100 |
|
- |
|
21 Feb, 2029 |
- - |
| 78 |
CIPET, Jaipur
| 8122834
| IS 11584 (1986) |
Specification for high density polyethylene (Hdpe) crates for milk satchets |
All |
10050 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2(Material ) |
- |
2000 |
|
- |
| 2.3(Shape and Dimensions) |
- |
- |
|
- |
| 2.4(Mass ) |
- |
- |
|
- |
| 2.5(Appearance and Surface Finish) |
- |
- |
|
- |
| 2.6(Colour Fastness) |
- |
- |
|
- |
| 2.7(Resistance to Stress) |
- |
- |
|
- |
| 2.8(Resistance to Applied Load) |
- |
- |
|
- |
| 2.9(Strength) |
- |
- |
|
- |
| 2.1(Dimensional Stability) |
- |
- |
|
- |
| 2.2(Material ) |
- |
1050 |
|
- |
| 2.3(Shape and Dimensions) |
- |
500 |
|
- |
| 2.4(Mass ) |
- |
300 |
|
- |
| 2.5(Appearance and Surface Finish) |
- |
300 |
|
- |
| 2.6(Colour Fastness) |
- |
0 |
|
- |
| 2.7(Resistance to Stress) |
- |
1000 |
|
- |
| 2.8(Resistance to Applied Load) |
- |
1000 |
|
- |
| 2.9(Strength) |
- |
3400 |
|
Resistance to drop+ Resistance to low temperature drop (6 hrs/5˚C) (6 x 200) ( 1100+1100+1200) |
| 2.1(Dimensional Stability) |
- |
900 |
|
- |
|
21 Feb, 2029 |
- - |
| 79 |
CIPET, Jaipur
| 8122834
| IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
All Size |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4(Minimum Thickness) |
- |
250 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
250 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
0 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
0 |
|
- |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
700 |
|
- |
| Cl. 6.2(Opacity- Appendix B) |
- |
575 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
3000 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
850 |
|
- |
| Cl.4(Minimum Thickness) |
- |
250 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
250 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
0 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
0 |
|
- |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
700 |
|
- |
| Cl. 6.2(Opacity- Appendix B) |
- |
575 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
3000 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
850 |
|
- |
|
21 Feb, 2029 |
- - |
| 80 |
CIPET, Jaipur
| 8122834
| 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 |
All |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| cl 2.2.2(Dimensions) |
- |
500 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
3000 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
- |
| 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 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
- |
| cl 2.2.2(Dimensions) |
- |
500 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
3000 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
- |
| 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 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 81 |
CIPET, Jaipur
| 8122834
| IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
All |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2, Table 1(Size) |
- |
250 |
|
- |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
250 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2, Table 1(Size) |
- |
250 |
|
- |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
250 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 82 |
CIPET, Jaipur
| 8122834
| IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
All |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00) + K value(1100.00) |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2(diameter of the socket of cap) |
- |
500 |
|
- |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00) + K value(1100.00) |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2(diameter of the socket of cap) |
- |
500 |
|
- |
|
21 Feb, 2029 |
- - |
| 83 |
CIPET, Jaipur
| 8122834
| IS 7834 : Part 2 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows |
All Size |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+ K value(1100.00) |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2, Table 1(Size) |
- |
250 |
|
- |
| 2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
250 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(socket length) |
- |
0 |
|
- |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+ K value(1100.00) |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2, Table 1(Size) |
- |
250 |
|
- |
| 2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
250 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(socket length) |
- |
0 |
|
- |
| table 1 sl.no: 01(16
) |
- |
0 |
|
- |
| table 1 sl.no: 02(20
) |
- |
0 |
|
- |
| table 1 sl.no: 03(25
) |
- |
0 |
|
- |
| table 1 sl.no: 04(32
) |
- |
0 |
|
- |
| table 1 sl.no: 05(40
) |
- |
0 |
|
- |
| table 1 sl.no: 06(50
) |
- |
0 |
|
- |
| table 1 sl.no: 07(63
) |
- |
0 |
|
- |
| table 1 sl.no: 08(75
) |
- |
0 |
|
- |
| table 1 sl.no: 09(90
) |
- |
0 |
|
- |
| table 1 sl.no: 10(110
) |
- |
0 |
|
- |
| table 1 sl.no: 11(125
) |
- |
0 |
|
- |
| table 1 sl.no: 12(140
) |
- |
0 |
|
0 |
| table 1 sl.no: 13(160
) |
- |
0 |
|
- |
| table 1 sl.no: 14(
180
) |
- |
0 |
|
- |
| table 1 sl.no: 15(200
) |
- |
0 |
|
- |
| table 1 sl.no: 16(225
) |
- |
0 |
|
- |
| table 1 sl.no: 17(250.0) |
- |
0 |
|
- |
| table 1 sl.no: 18(280.0) |
- |
0 |
|
- |
| table 1 sl.no: 19(315.0) |
- |
0 |
|
- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
- |
| 2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 84 |
CIPET, Jaipur
| 8122834
| IS 7834 : Part 4 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees |
All size |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+ K value(1100.00) |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
250 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+ K value(1100.00) |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
250 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 85 |
CIPET, Jaipur
| 8122834
| IS 7834 : Part 5 (1987) |
Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees |
All size |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
| 2.2(Manufacture) |
- |
250 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
| 2.2(Manufacture) |
- |
250 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 86 |
CIPET, Jaipur
| 8122834
| IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
All size |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
| 2.2(Manufacture) |
- |
250 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
| 2.2(Manufacture) |
- |
250 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 87 |
CIPET, Jaipur
| 8122834
| IS 13487 (1992) |
Irrigation equipment - Emitters - Specification |
All |
4700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1(Construction and workmanship) |
- |
300 |
|
- |
| 7.2(Flow path in emitters) |
- |
300 |
|
- |
| 7.3.1(Resistance to Hydrostatic pressure) |
- |
1000 |
|
- |
| 7.3.2(Resistance to Hydrostatic pressure) |
- |
0 |
|
- |
| 7.3.3(Resistance to Hydrostatic pressure) |
- |
0 |
|
- |
| 7.4.1(Emitter Pull Out In-line emitters) |
- |
500 |
|
- |
| 7.4.2(Emitter Pull Out On-line emitters) |
- |
0 |
|
- |
| 8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
- |
| 8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
0 |
|
- |
| 8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
0 |
|
- |
| 8.2.2(Emission rate as a function of inlet pressure Unregulated emitters) |
- |
1000 |
|
- |
| 8.2.3(Emission rate as a function of inlet pressure Regulated emitters) |
- |
0 |
|
- |
| 8.3(Determination of Emitter Exponent) |
- |
600 |
|
- |
| 4(Classification) |
- |
0 |
|
- |
| 7.1(Construction and workmanship) |
- |
300 |
|
- |
| 7.2(Flow path in emitters) |
- |
300 |
|
- |
| 7.3.1(Resistance to Hydrostatic pressure) |
- |
1000 |
|
- |
| 7.3.2(Resistance to Hydrostatic pressure) |
- |
1000 |
|
- |
| 7.3.3(Resistance to Hydrostatic pressure) |
- |
1000 |
|
- |
| 7.4.1(Emitter Pull Out In-line emitters) |
- |
500 |
|
- |
| 7.4.2(Emitter Pull Out On-line emitters) |
- |
500 |
|
- |
| 8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
- |
| 8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
- |
| 8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
1000 |
|
- |
| 8.2.2(Emission rate as a function of inlet pressure Unregulated emitters) |
- |
1000 |
|
- |
| 8.2.3(Emission rate as a function of inlet pressure Regulated emitters) |
- |
1000 |
|
- |
| 8.3(Determination of Emitter Exponent) |
- |
600 |
|
- |
| 4(Classification) |
- |
0 |
|
- |
| 8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 88 |
CIPET, Jaipur
| 8122834
| IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
Cylindrical & Loft (All) |
18050 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2.3(Carbon Black Content ) |
- |
925 |
|
- |
| 4.2.3(Carbon Dispersion Test) |
- |
700 |
|
- |
| 5(Types and Features ) |
- |
0 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
500 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
500 |
|
- |
| 5.3(Types and Features ) |
- |
0 |
|
- |
| 5.6(Types and Features ) |
- |
0 |
|
- |
| 6.1(Finish) |
- |
300 |
|
- |
| 7.1.1(Resistance to Deformation) |
- |
700 |
|
- |
| 7.1.2(Resistance to Deformation) |
- |
0 |
|
- |
| 7.2(Resistance to Impact) |
- |
1100 |
|
- |
| 7.3(Test for Top Load Resistance) |
- |
900 |
|
- |
| 7.4(Tensile Strength) |
- |
1350 |
|
Testing charge+ Specimen charge ( 1100+250) |
| 7.5(Flexural Modulus) |
- |
1350 |
|
Testing charge+ Specimen charge ( 1100+250) |
| 7.6(overall Migration) |
- |
2200 |
|
Testing charge+ Specimen charge ( 1700+500) |
| 9.2.1(Man-Hole and Hand-Hole Lids) |
- |
200 |
|
- |
| 9.1(Lid Thickness) |
- |
250 |
|
- |
| 5.4(Wall Thickness above effective height) |
- |
250 |
|
- |
| 5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
250 |
|
- |
| 5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
500 |
|
- |
| 4.2.3(Carbon Black Content ) |
- |
925 |
|
- |
| 4.2.3(Carbon Dispersion Test) |
- |
700 |
|
- |
| 5(Types and Features ) |
- |
0 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
500 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
3050 |
|
All dimension ( 500+250+250+250+250+250+500+300+250+250) |
| 5.3(Types and Features ) |
- |
0 |
|
- |
| 5.6(Types and Features ) |
- |
0 |
|
- |
| 6.1(Finish) |
- |
300 |
|
- |
| 7.1.1(Resistance to Deformation) |
- |
700 |
|
- |
| 7.1.2(Resistance to Deformation) |
- |
0 |
|
- |
| 7.2(Resistance to Impact) |
- |
1100 |
|
- |
| 7.3(Test for Top Load Resistance) |
- |
900 |
|
- |
| 7.4(Tensile Strength) |
- |
1350 |
|
Testing charge+ Specimen charge ( 1100+250) |
| 7.5(Flexural Modulus) |
- |
1600 |
|
Testing charge+ Specimen charge ( 1100+500) |
| 7.6(overall Migration) |
- |
2200 |
|
Testing charge+ Specimen charge ( 1700+500) |
| 9.2.1(Man-Hole and Hand-Hole Lids) |
- |
200 |
|
- |
| 9.1(Lid Thickness) |
- |
250 |
|
- |
| 5.4(Wall Thickness above effective height) |
- |
250 |
|
- |
| 5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
250 |
|
- |
| 5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
500 |
|
- |
| 4.1(MATERIALS) |
- |
0 |
|
- |
| 4.2.1(Density) |
- |
500 |
|
- |
| 4.2.2(MFI) |
- |
0 |
|
- |
| 9.1(Man-Hole and Hand-Hole Lids) |
- |
3525 |
|
Man hole & Hand hoe lid charges |
| 9.2(Man-Hole and Hand-Hole Lids) |
- |
200 |
|
- |
|
21 Feb, 2029 |
- - |
| 89 |
CIPET, Jaipur
| 8122834
| 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 - |
All |
10675 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 19(Marking) |
- |
300 |
|
- |
| 3(Type of Fitting) |
- |
0 |
|
- |
| 4(Size Designation) |
- |
0 |
|
- |
| 5(Colour of fittings) |
- |
300 |
|
- |
| 7.1,Table 1(Wall thickness) |
- |
250 |
|
- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
250 |
|
- |
| 7.3(Dimensions of waste trap(Nahani Trap) |
- |
0 |
|
- |
| 8(Sealing Rings) |
- |
375 |
|
- |
| 10(Workmanship) |
- |
300 |
|
- |
| 11(Design requirements) |
- |
500 |
|
- |
| 11.1(Solvent cement type or Rubber ring type) |
- |
0 |
|
- |
| 11.2(Socket and spigot configeration) |
- |
0 |
|
- |
| 11.4,Table 5(Vent cowl) |
- |
0 |
|
- |
| 11.5,Table 6(Pipe Clips) |
- |
0 |
|
- |
| 12(Physical test requirements) |
- |
0 |
|
- |
| 12.1(Visual appearance) |
- |
300 |
|
- |
| 12.2(Stress relief test) |
- |
700 |
|
- |
| 12.3(Vicat softening tempewrature) |
- |
1100 |
|
- |
| Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
Test charge+ Specimen charge ( 2000+500) |
| Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
- |
| Cl.15, Annex B(Sulphated Ash Content) |
- |
950 |
|
- |
| 16(Mechanical Properties) |
- |
0 |
|
- |
| 16.1(Impact test) |
- |
1100 |
|
- |
| 17(Watet tightness of joint) |
- |
850 |
|
- |
| 19(Marking) |
- |
300 |
|
- |
| 3(Type of Fitting) |
- |
0 |
|
- |
| 4(Size Designation) |
- |
0 |
|
- |
| 5(Colour of fittings) |
- |
300 |
|
- |
| 7.1,Table 1(Wall thickness) |
- |
250 |
|
- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
250 |
|
- |
| 7.3(Dimensions of waste trap(Nahani Trap) |
- |
0 |
|
- |
| 8(Sealing Rings) |
- |
375 |
|
- |
| 10(Workmanship) |
- |
300 |
|
- |
| 11.1(Solvent cement type or Rubber ring type) |
- |
0 |
|
- |
| 11.2(Socket and spigot configeration) |
- |
0 |
|
- |
| 11.4,Table 5(Vent cowl) |
- |
0 |
|
- |
| 11.5,Table 6(Pipe Clips) |
- |
0 |
|
- |
| 12.1(Visual appearance) |
- |
300 |
|
- |
| 12.2(Stress relief test) |
- |
700 |
|
- |
| 12.3(Vicat softening tempewrature) |
- |
1100 |
|
- |
| Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
Test charge+ Specimen charge ( 2000+500) |
| Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
- |
| Cl.15, Annex B(Sulphated Ash Content) |
- |
950 |
|
- |
| 16.1(Impact test) |
- |
1100 |
|
- |
| 17(Watet tightness of joint) |
- |
850 |
|
- |
|
21 Feb, 2029 |
- - |
| 90 |
National Test House (NTH), Alipore, Kolkata-700027
| 5123904
| IS 814 (2004) |
Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision) |
- |
32500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 & 8.2(Carbon- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 6 & 8.2(Silicon- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 6 & 8.2(Manganese- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 6 & 8.2(Phosphorous- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 6 & 8.2(Sulphur- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 6 & 8.2(Vanadium- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 6 & 8.2(Nickel- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 6 & 8.2(Chromium- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 6 & 8.2(Molybdenum- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 6 & 8.2(Mn+Ni+Cr+Mo+V - Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
500 |
|
- |
| 7.1.1(Diameter of Core Wire) |
- |
500 |
|
- |
| 7.1.2(Length of Electrodes) |
- |
500 |
|
- |
| 7.2.1(Contact End) |
- |
500 |
|
- |
| 7.2.2(Arc striking End) |
- |
500 |
|
- |
| 7.3(Concentricity of Flux covering with core wire) |
- |
2000 |
|
- |
| 7.4(Defects of Core wire and Coverings) |
- |
500 |
|
- |
| 9.1.2 Table 6 (Ultimate Tensile Strength-Annex F) |
- |
1000 |
|
- |
| 9.1.2 Table 6 ( Yield Stress -Annex F) |
- |
1000 |
|
- |
| 9.1.2 Table 6 (Percentage Elongation on Gauge Length-Annex F) |
- |
1000 |
|
- |
| 9.2(Butt Weld Bend Test-IS 1599) |
- |
8000 |
|
- |
| 9.1.3 Table 6 ( Impact Strength-Annex F) |
- |
4000 |
|
- |
| 9.3(Running PerformanceTest-Annex H) |
- |
2000 |
|
- |
| 9.4(Increased Metal Recovery Test-IS 13043) |
- |
3000 |
|
- |
| 9.5(Diffusible Hydrogen Evaluation Test-IS 11802) |
- |
5000 |
|
- |
| 9.6(Radiographic Test- IS 1182) |
- |
1000 |
|
- |
|
08 Apr, 2027 |
- - |