| 12091 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 14399 : Part 1 and 2 (1996) |
Hot Press Moulded Thermosetting Glass Fibre Reinforced Polyester Resin (GRP) Sectional Water Storage Tanks : Part 1 palels, Part 2 Guidelines for assembly, installation and test |
- |
10825 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Flange of Panels) |
- |
250 |
|
- |
| 6.1.1(Flange of Panels) |
- |
0 |
|
- |
| 6.2(Flange of Panels) |
- |
0 |
|
- |
| 6.3(Flange of Panels) |
- |
0 |
|
- |
| 6.4(Type/Thickness of panel) |
- |
250 |
|
- |
| 7.0(Visual inspection of the panels) |
- |
300 |
|
- |
| 8, Table-1, Annex-B(Tensile Strength) |
- |
1600 |
|
- |
| 8, Table-1, Annex-C(Bending strength) |
- |
1600 |
|
- |
| 8, Table-1, Annex-D(Elastic moduius in Bend) |
- |
1600 |
|
- |
| 8, Table-1, Annex-E(Glass Content) |
- |
950 |
|
- |
| 8, Table-1, Annex-F(Barcoal Hardness) |
- |
375 |
|
- |
| 8, Table-1, Annex-G(Water Absorption) |
- |
1100 |
|
- |
| 9, Annex-H(Hydrostatic Test) |
- |
850 |
|
- |
| 10.0(Deflection Test) |
- |
1100 |
|
- |
| Clause 11.3 annex J(As) |
- |
0 |
|
- |
| Clause 11.3 annex J(Cd ) |
- |
0 |
|
- |
| Clause 11.3 annex J(Cr) |
- |
0 |
|
- |
| Clause 11.3 annex J(Pb) |
- |
0 |
|
- |
| Clause 11.3 annex J(Se) |
- |
0 |
|
- |
| 5.0(DimensionSof Tank) |
- |
0 |
|
- |
| 6.2(Assembly) |
- |
0 |
|
- |
| 7.0(Leakage Test) |
- |
850 |
|
- |
|
31 Dec, 2026 |
-
- |
| 12092 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 14483 : Part 1 (1997) |
Fertilizer and chemical injecfion system: Part 1 venturi injector |
- |
6375 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(CONSTRUCTIONAL REQUIREMENTS) |
- |
500 |
|
- |
| 4.2(CONSTRUCTIONAL REQUIREMENTS) |
- |
0 |
|
- |
| 4.3(CONSTRUCTIONAL REQUIREMENTS) |
- |
0 |
|
- |
| 4.4(CONSTRUCTIONAL REQUIREMENTS) |
- |
0 |
|
- |
| 3.1(Material - The Venturi Injector parts that are in contact
with water shall be of non toxic materials and shall be resistant to or protected against degradation caused by operating conditions and types of water, chemicals or other additive solutions used in agricultural irrigation or used for cleaning the
system) |
- |
0 |
|
- |
| 4.5(CONSTRUCTIONAL REQUIREMENTS) |
- |
0 |
|
- |
| 4.6(CONSTRUCTIONAL REQUIREMENTS) |
- |
0 |
|
- |
| 5.1(Resistance of Venturi Injector to Internal
Hydrostatic Pressure) |
- |
1000 |
|
- |
| 5.2(Performance Test) |
- |
7000 |
|
5.2.1 (i) Motive flow & suction rate of test liquid
= 3500/-
5.2.1 (ii) Minimum pressure drop = 3500/- |
|
31 Dec, 2026 |
-
Included w.e.f. 27-05-2022. |
| 12093 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 14611 (2016) |
Multilayered cross laminated sheets/tarpaulins/covers/agricultural films - Specification (First Revision) |
- |
39005 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.1(Workmanship) |
- |
250 |
|
- |
| Cl. 6.3(Accelerated ageing test) |
- |
4200 |
|
- |
| Cl. 6.4(water proofness test) |
- |
1000 |
|
- |
| Cl. 6.5(Strenght of joints/seams) |
- |
1100 |
|
- |
| Cl. 6.6(Flex test) |
- |
7200 |
|
Included Flex Test (After Ageing)50000 Cycles* - 1500.00/- |
| Cl. 7.1(Eyelets and rope lashing) |
- |
500 |
|
Included Ease of in-sito Repair 250/- |
| Cl 5(Construction) |
- |
1675 |
|
Included Carbon black content - 925/-, Panel - 250/-, Ends & sides dimension - 250/-, Panel Length & Width - 250/- |
| Table1 - v)(Dart Impact Strength) |
- |
850 |
|
- |
| Table1 - vi)(Average Tensile Strength & Elongation at Break after Exposing to UV Radiation & Weathering) |
- |
2200 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- LN light) |
- |
2200 |
|
Longitudinal Direction , Transverse Direction |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (b)(Tear strenght, Annex-F, Grade- MN Medium) |
- |
2200 |
|
Longitudinal Direction , Transverse Direction |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- HN Heavy) |
- |
2200 |
|
Longitudinal Direction , Transverse Direction |
| 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) |
- |
1100 |
|
Longitudinal Direction , Transverse Direction |
| 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) |
- |
1100 |
|
Longitudinal Direction , Transverse Direction |
| 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- HN Heavy) |
- |
10180 |
|
UV Exposure |
|
31 Dec, 2026 |
-
- |
| 12094 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 14968 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing 50 Kg/25 kg sugar – Specification (first revision) |
- |
17880 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Raw Material) |
- |
1050 |
|
- |
| 4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
250 |
|
- |
| 4.2(Tapes – Linear Density
) |
- |
500 |
|
- |
| 4.3(Sacks) |
- |
300 |
|
- |
| 4.3.1(Bottom Seam) |
- |
300 |
|
- |
| 4.3.1(The two rows of stitches shall be separated from each other) |
- |
0 |
|
- |
| 4.3.1( The outer stitch) |
- |
0 |
|
- |
| 4.3.1( The stitching shall be done with double fold over seam to a depth ) |
- |
0 |
|
- |
| 4.3.1(Stitches pass through a minimum of six layers of the fabric. ) |
- |
0 |
|
- |
| 4.3.1(stitches/dm) |
- |
0 |
|
- |
| 4.3.2(Mouth) |
- |
0 |
|
- |
| 4.4(Mass of the loose liner ) |
- |
0 |
|
- |
| 4.4(Width of the loose liner) |
- |
0 |
|
- |
| 4.4(Length of the line) |
- |
0 |
|
- |
| 4.4(Bottom seam of the loose liner) |
- |
0 |
|
- |
| 4.5 and Table 1 i(Capacity) |
- |
250 |
|
- |
| 5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
0 |
|
Testing charge is already taken in 5.2 clause of Dimension of Inside width. |
| 5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
250 |
|
- |
| 5.2 and Table 1 iii(Ends per dm ) |
- |
250 |
|
- |
| 5.2 and Table 1 iv(Picks per dm ) |
- |
250 |
|
- |
| 5.1 and Table 1 v b(Mass of unlaminated sack with liner
) |
- |
300 |
|
- |
| 5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise
IS 1969 (Part 1)) |
- |
1100 |
|
- |
| 5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise
IS 1969 (Part 1)) |
- |
1100 |
|
- |
| 5.2 and Table 1 vi(Breaking strength of bottom seam
IS 9030
) |
- |
1100 |
|
- |
| 5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise
IS 1969 (Part 1)) |
- |
0 |
|
- |
| 5.2 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 |
|
- |
| 5.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
|
31 Dec, 2026 |
-
- |
| 12095 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 15354 : Part 1 (2018) |
Single - Use medical examination gloves: Part 1 specification for gloves made from rubber latex or rubber solution (First Revision) |
- |
8950 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1 & Table 2(Width corresponding to size code (dimension w,Figure 1)) |
- |
500 |
|
- |
| 6.2(Watertightness) |
- |
1000 |
|
- |
| 6.3.2 & Table 3(Minimum force at break before accelerated ageing) |
- |
4200 |
|
- |
| 6.3.3 & Table 3(Minimum force at break after accelerated ageing) |
- |
1350 |
|
- |
| 6.3.2 & Table 3(Minimum Elongation at break before accelerated ageing) |
- |
0 |
|
- |
| 6.3.3 & Table 3(Minimum Elongation at break after accelerated ageing) |
- |
1100 |
|
- |
|
31 Dec, 2026 |
-
Included w.e.f. 27-05-2022. |
| 12096 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
- |
157725 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5
Table 1(Classification of pipes) |
- |
300 |
|
- |
| 6.2.1
Annex B(Chloride Content of Resin) |
- |
4300 |
|
- |
| 6.3(Compound Properties) |
- |
4300 |
|
- |
| 6.3.1
Annex B(Chloride content) |
- |
0 |
|
CHARGES IS ALREADY HAS TAKEN IN CLAUSE NO. 6.2.1. |
| 6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
11000 |
|
RUPEES 11,000/- FOR TESTING CHARGES AND RUPEES 300/- FOR SPECIMEN/CONDITIONING CHARGES* |
| 6.3.2
IS 13360 (Part 3/See 1)(Density) |
- |
500 |
|
- |
| 7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
500 |
|
- |
| 7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN 7.1 IS 12235 (Part 1) Table 2 (Dimension of Pipes) |
| 7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN 7.1 IS 12235 (Part 1) Table 2 (Dimension of Pipes) |
| 7.1.3 (Effective length) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN 7.1 IS 12235 (Part 1) Table 2 (Dimension of Pipes) |
| 8(Pipe Ends) |
- |
300 |
|
- |
| 9(PHYSICAL AND CHEMICAL CHARACTERISTICS) |
- |
0 |
|
- |
| 9.1(Visual Appearance) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN CLAUSE NO. 8 |
| 9.2
IS 12235 (Part 3)(Opacity) |
- |
575 |
|
- |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
3000 |
|
- |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN CLAUSE NO. Cl. 9.3,IS 4985 Cl. 10.3 |
| Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN CLAUSE NO. Cl. 9.3,IS 4985 Cl. 10.3 |
| Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN CLAUSE NO. Cl. 9.3,IS 4985 Cl. 10.3 |
| Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN CLAUSE NO. Cl. 9.3,IS 4985 Cl. 10.3 |
| Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN CLAUSE NO. Cl. 9.3,IS 4985 Cl. 10.3 |
| Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate') |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN CLAUSE NO. Cl. 9.3,IS 4985 Cl. 10.3 |
| 9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
700 |
|
- |
| 9.5
IS 12235(Part 2)(Vicat Softening Temperature:
When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen
shall not be less than 110°C.) |
- |
1100 |
|
- |
| 9.6
IS 12235(Part 14)(Density) |
- |
500 |
|
- |
| 10(Mechanical Properties) |
- |
0 |
|
- |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
16650 |
|
- |
| 10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
110500 |
|
RUPEES 1,000/- FOR TESTING CHARGES AND RUPEES 1,09,500/- FOR SPECIMEN/CONDITIONING CHARGES* |
| 10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
1400 |
|
RUPEES 1,100/- FOR TESTING CHARGES AND RUPEES 300/- FOR SPECIMEN/CONDITIONING CHARGES* |
| 10.4
IS 12235(Part 19)(Flattening Test) |
- |
500 |
|
- |
| 10.5
IS 12235(Part 13)(Tensile Strength :
When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C.
) |
- |
1600 |
|
RUPEES 1,100/- FOR TESTING CHARGES AND RUPEES 500/- FOR SPECIMEN/CONDITIONING CHARGES* |
| 7.1.2(Wall Thickness (Maximum)) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN 7.1 IS 12235 (Part 1) Table 2 (Dimension of Pipes) |
| 7.1.1(Outside Diameter at any point (Maximum)) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN 7.1 IS 12235 (Part 1) Table 2 (Dimension of Pipes) |
| 5
Table 1(Classification of pipes) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE - 5 Table 1 (Classification of pipes). |
| 6.2.1
Annex B(Chloride Content of Resin) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE - 6.2.1 ANNEX B (CHLORIDE CONTENT OF RESIN) |
| 6.3(Compound Properties) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE - 6.3 (COMPOUND PROPERTIES) |
| 6.3.1
Annex B(Chloride content) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE - 6.3.1 ANNEX - B |
| 6.3.2
IS 13360 (Part 3/See 1)(Density) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE NO. 6.3.2. |
| 7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE NO. 7.1 7.1 IS 12235 (Part 1) Table 2 |
| 7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum)) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE NO. 7.1.7.1.1 IS 12235. |
| 7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum)) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE NO. 7.1.2 IS 12235 (Part 1). |
| 7.1.3 (Effective length) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN 7.1 IS 12235 (Part 1) Table 2 (Dimension of Pipes) |
| 8.0(Pipe Ends) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE NO. - 8.0 |
| 9.0(PHYSICAL AND 1CHARACTERISTICS) |
- |
0 |
|
- |
| 9.1(Visual Appearance) |
- |
0 |
|
CHARGES ALREADY HAS TAKEN IN CLAUSE NO. 8 |
| 9.2
IS 12235 (Part 3)(Opacity) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN IN CLAUSE NO. 9.2 |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate') |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 9.5
IS 12235(Part 2)(Vicat Softening Temperature:
When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen
shall not be less than 110°C.) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 9.6
IS 12235(Part 14)(Density) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 10.0(Mechanical Properties) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 10.4
IS 12235(Part 19)(Flattening Test) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 10.5
IS 12235(Part 13)(Tensile Strength :
When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C.
) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
| 15.4 (b)(Cold impact) |
- |
0 |
|
CHARGES HAS ALREADY TAKEN. |
|
31 Dec, 2026 |
-
- |
| 12097 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| 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 |
- |
61950 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 |
|
- |
| 8.1.2 (a)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
1100 |
|
- |
| 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) |
- |
1100 |
|
- |
| 8.2.2(Mechanical Characteristics of Fittings) |
- |
0 |
|
- |
| 8.3(Joints) |
- |
2300 |
|
- |
| 9
(Table 12)(Performance Requirements) |
- |
1150 |
|
- |
| 11.1(Marking
General) |
- |
0 |
|
- |
| 11.2.1(Minimum Required Marking
Pipes) |
- |
0 |
|
- |
| 11.2.2(Minimum Required Marking
Fittings) |
- |
0 |
|
- |
| 5.1(Composition of the material) |
- |
0 |
|
- |
| 6.1(Wall Construction Designated as Type A) |
- |
300 |
|
- |
| 6.2(Deswignation) |
- |
0 |
|
- |
| 6.3(Dimensions of pipes and fittings) |
- |
0 |
|
- |
| 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 |
|
- |
| 7.1(Appearance) |
- |
300 |
|
- |
| 7.2(Colour ) |
- |
0 |
|
- |
| 7.3(Vicat softening temperature of pipes) |
- |
1100 |
|
- |
| 7.4(Resistance to Dichloromethane) |
- |
1000 |
|
- |
| 7.5(longitudinal reversion) |
- |
950 |
|
- |
| 8.1(Appearance and colour) |
- |
300 |
|
- |
| 8.2(Vicat softening temperature of fittings) |
- |
1400 |
|
- |
| 8.3(Effect of Heating (Stress Relief Test)) |
- |
950 |
|
- |
| 9.1(Ring stiffness) |
- |
1400 |
|
- |
| 9.2(Resistance to external blows at o C) |
- |
1400 |
|
- |
| 9.3(Ring flexibility) |
- |
1100 |
|
- |
| 9.4(Creep ratio) |
- |
26300 |
|
- |
| 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 |
|
- |
| 12.1(Elastomeric Sealing Ring Joints) |
- |
1150 |
|
- |
| 12.1.1(Tightness of Elastomeric Sealing Ring Joints (Water pressure)) |
- |
0 |
|
- |
| 12.1.2(Tightness of Elastomeric Sealing Ring Joints (Internal Vaccum )) |
- |
2300 |
|
- |
| 12.1.3(Resistance to Combined Temperature Cycling
and External Loading) |
- |
0 |
|
- |
| 12.2(Solvent cement joints) |
- |
1150 |
|
- |
| 12.2.1(Tightness of Solvent cemented Ring Joints ) |
- |
0 |
|
- |
| 12.2.2(Tightness of Solvent cemented Ring Joints (Vaccum pressure)) |
- |
2300 |
|
- |
| 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) |
- |
11300 |
|
- |
|
31 Dec, 2026 |
-
- |
| 12098 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 16352 (2020) |
Geosynthetics – High density polyethylene (HDPE) geomembranes for lining – Specification (first revision) |
- |
96560 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
300 |
|
- |
| 6(DIMENSIONS AND TOLERANCES
The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.) |
- |
250 |
|
- |
| 5,3.1,
Table1,ix)
Type I / II / III / IV / V /
VI / VII
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
1350 |
|
- |
| 5,3.1,
Table 2,xi)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black content) |
- |
925 |
|
- |
| 5,3.1,
Table 2,xii)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black dispersion) |
- |
700 |
|
- |
| 5,3.1,
Table1,xiii)
Type I / II / III / IV / V /
VI / VII
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
54000 |
|
Conditioning charges for 90 days at the rate 25/hr by hot air oven |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
750 |
|
Length, Width & Asperity Heigths |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
0 |
|
- |
| 5,3.1,
Table1,ii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa) |
- |
500 |
|
Average Thickness + lowest Individual thickness |
| 5,3.1,
Table1,vii)
Type I / II / III / IV / V /
VI / VII
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
1800 |
|
(Test charges 1300 + 500 specimen charges) |
| 5,3.1,
Table1,xii)
Type I / II / III / IV / V /
VI / VII
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
2200 |
|
OIT after ageing (90 days) |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
1100 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
12800 |
|
(Test charges 300 + Conditioning 12500) for 500 hrs. at the rate 25/hr. |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
1350 |
|
(Test charges 1100/- + 250 specimen charges) |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
1350 |
|
(Test charges 1100/- + 250 specimen charges) |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
1600 |
|
Test charges 1100/- + 500/- specimen charges |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
1100 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
700 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
2000 |
|
- |
| 5,3.1,
Table1,xiv)
Type I / II / III / IV / V /
VI / VII
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
9360 |
|
Test charges 1100/- + conditioning / exposure charges 8260 /- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
2925 |
|
CBC+ Material confirmation (925 +2000) |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
0 |
|
- |
| 6(DIMENSIONS AND TOLERANCES
The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.) |
- |
0 |
|
- |
| 5,3.1,
Table1,ix)
Type I / II / III / IV / V /
VI / VII
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
0 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
0 |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
0 |
|
- |
| 5,3.1,
Table1,xiii)
Type I / II / III / IV / V /
VI / VII
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
0 |
|
- |
| 5,3.1,
Table1,ii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa) |
- |
0 |
|
- |
| 5,3.1,
Table1,vii)
Type I / II / III / IV / V /
VI / VII
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
0 |
|
- |
| 5,3.1,
Table1,xii)
Type I / II / III / IV / V /
VI / VII
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
0 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
0 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
0 |
|
- |
| 5,3.1,
Table1,xiv)
Type I / II / III / IV / V /
VI / VII
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
0 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
0 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
0 |
|
- |
| 6(DIMENSIONS AND TOLERANCES
The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.) |
- |
0 |
|
- |
| 5,3.1,
Table1,ix)
Type I / II / III / IV / V /
VI / VII
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
0 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
0 |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
0 |
|
- |
| 5,3.1,
Table1,xiii)
Type I / II / III / IV / V /
VI / VII
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
0 |
|
- |
| 5,3.1,
Table1,ii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa) |
- |
0 |
|
- |
| 5,3.1,
Table1,vii)
Type I / II / III / IV / V /
VI / VII
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
0 |
|
- |
| 5,3.1,
Table1,xii)
Type I / II / III / IV / V /
VI / VII
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
0 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
0 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
0 |
|
- |
| 5,3.1,
Table1,xiv)
Type I / II / III / IV / V /
VI / VII
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
0 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
0 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
- |
|
- |
| 6(DIMENSIONS AND TOLERANCES
The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.) |
- |
- |
|
- |
| 5,3.1,
Table1,ix)
Type I / II / III / IV / V /
VI / VII
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
- |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
- |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
- |
|
- |
| 5,3.1,
Table1,xiii)
Type I / II / III / IV / V /
VI / VII
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
- |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
- |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
- |
|
- |
| 5,3.1,
Table1,ii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa) |
- |
- |
|
- |
| 5,3.1,
Table1,vii)
Type I / II / III / IV / V /
VI / VII
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
- |
|
- |
| 5,3.1,
Table1,xii)
Type I / II / III / IV / V /
VI / VII
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
- |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
- |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
- |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
- |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
- |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
- |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
- |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
- |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
- |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
- |
|
- |
| 5,3.1,
Table1,xiv)
Type I / II / III / IV / V /
VI / VII
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
- |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
- |
|
- |
|
31 Dec, 2026 |
-
Revised version of IS 16352:2020. Included w.e.f. 08.08.2023 |
| 12099 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 16513 (2016) |
Agro textiles “ Insect nets for agriculture and horticulture purposes “ Specification |
- |
20572 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6/6.1( REQUIREMENTS Dimensions and Mass a) Length) |
- |
250 |
|
Nil |
| 6/6.1( REQUIREMENTS Dimensions and Mass b) width) |
- |
250 |
|
Nil |
| 6/6.1( REQUIREMENTS Dimensions and Mass c) Mass gm/m2) |
- |
0 |
|
Nil |
| 4.2( Netting Fabric) |
- |
500 |
|
Nil |
| 4/4.1(b) percent on avarage value; and( MATERIAL / HDPE Monofilament Yarn) |
- |
2000 |
|
Nil |
| 4/4.1(a) percent on individual value; and( MATERIAL / HDPE Monofilament Yarn) |
- |
2000 |
|
Nil |
| 4.2( Netting Fabric) |
- |
0 |
|
Nil |
| 4.2( Netting Fabric) |
- |
0 |
|
Nil |
| 5.0(types a) Type I — having mesh of 30; b) Type II — having mesh of 40; andc) c) Type III — having mesh of 50) |
- |
250 |
|
Nil |
| 4/4.1.1/60°C / 95°C( MATERIAL / HDPE Monofilament Yarn) |
- |
1900 |
|
Nil |
| 4.3( Colour) |
- |
300 |
|
Nil |
| 6.2(Table-1) |
- |
17210 |
|
Test charges Rs. 7700/- plus specimen & exposure charge Rs.9510/- (25% discount is not applicable in specimen & exposure charges) |
|
31 Dec, 2026 |
-
- |
| 12100 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 16647 (2017) |
Oriented unplasticized polyvinyl chloride (Pvc - O) pipes for water supply - Specification |
- |
26350 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.5( Density, g/cc) |
- |
500 |
|
- |
| 9 /9.1 / 27 degree centigrate(MECHANICAL CHARACTERISTICS OF PIPES9./ Resistance to Hydrostatic Pressure) |
- |
11850 |
|
Resistant To Hydrostatic Pressure Test for 1000 h(Type test) and Hydrostatic Pressure Test for 1 hr (Acceptence test) |
| 9.2, table -11( Resistance to External Blows at 0 °C) |
- |
1000 |
|
- |
| 7.3( Opacity) |
- |
575 |
|
- |
| 8.2 table-9( Pipe Ends) |
- |
250 |
|
- |
| 5.3(VCM Content) |
- |
3000 |
|
- |
| 5.4( K-Value) |
- |
1100 |
|
- |
| 5.6 / 5.6.1( Material Classification, table -1) |
- |
0 |
|
- |
| 6.0(CLASSIFICATION OF PIPES, table-2) |
- |
0 |
|
- |
| 7, see 8.3 and fig-1( GENERAL REQUIREMENTS OF PIPES/ visual appearance) |
- |
300 |
|
- |
| 7.2( Colour) |
- |
250 |
|
- |
| 8.1.1, 8.1.1.2, table-3(Dimension of Pipes / Diameter/8.1.1.2 Diameter at any point) |
- |
500 |
|
- |
| 8.1.2, table 4 to 7(Wall Thickness) |
- |
0 |
|
The test charges has already been taken in the cl. no. 8.1.1, 8.1.1.2, table-3 (Dimension of Pipes. |
| 8.1.3 (Length, meter) |
- |
0 |
|
- |
| 8.2 table-9(Dimensions of Integral Socket) |
- |
300 |
|
- |
| 9.3 table-12( Ring Stiffness) |
- |
1400 |
|
- |
| 9.4, annexure-E( Orientation Factor) |
- |
900 |
|
- |
| 11,11.1( MECHANICAL CHARACTERISTICS OF ASSEMBLIES INCLUDING JOINTS/ 11.1 Assemblies with Non-End-Load-Bearing Joints) |
- |
1000 |
|
- |
| 11.2 / 11.2.1( Short-Term Pressure Test for Leak Tightness of Assemblies) |
- |
1000 |
|
- |
| 11.3( Short-Term Negative Pressure Test for Leak Tightness of Assemblies) |
- |
1000 |
|
cl. no. 11.0 (table 13, 14, 15,16)
Test : Long Term Pressure testing for assemble joint at 27 degree centigrade - charges 11,000.00
Test : Long Term Pressure testing for assemble joint at 40 degree centigrade - charges 11,000.00 |
| 12(a)( ELASTOMERIC SEALS) |
- |
1050 |
|
- |
| 12(b)( ELASTOMERIC SEALS) |
- |
375 |
|
- |
|
31 Dec, 2026 |
-
Included w.e.f. 27-05-2022. |
| 12101 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 16703 (2017) |
Textiles - High density polyethylene (HDPE) polypropylene (PP) woven sacks for packaging of 25 kg polymer materials - Specification |
- |
18580 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2 Table 1(Drop impact strength) |
- |
1100 |
|
- |
| 5.2 Table 1(Breaking strength of bottom seam (Ravelled strip
method), Min, N) (kgf) - IS 9030) |
- |
1350 |
|
- |
| 5.2 Table 1(Mass of sack, Gusseted type, g - IS 1964) |
- |
250 |
|
4.3 sacks |
| (Clauses 4.2, 5.1, 5.2, 5.3 and 5.4) Table 1 (Ash Content ,a) For UV stabilized sacks) |
- |
950 |
|
4.2,5.1,5.2,5.3,5.4 - Ash content |
| (Clauses 4.2, 5.1, 5.2, 5.3 and 5.4) Table 1 (Ash Content ,b) For non- UV stabilized sacks) |
- |
0 |
|
4.2,5.1,5.2,5.3,5.4 - Ash content |
| 5.2 Table 1(Ends per dm) |
- |
250 |
|
- |
| 5.2 Table 1(Picks per dm) |
- |
250 |
|
- |
| 5.2 Table 1(Average breaking strength of fabric [Ravelled strip
method, 325 mm × 70mm1)] Min, N) (kgf): - IS 1969 (Part 1)) |
- |
2200 |
|
4.2,5.1,5.2,5.3,5.4 - Breaking strength after UV exposure (Warp/Weft) |
| 5.2 Table 1(Average breaking strength of fabric [Ravelled strip
method, 325 mm × 70mm1)] Min, N2) (kgf): - IS 1969 (Part 1)) |
- |
2700 |
|
4.2,5.1,5.2,5.3,5.4 - Breaking strength before UV exposure (Warp/Weft) |
| 5.2 Table 1(Elongation at break of fabric (Ravelled strip method),
percent : IS 1969 (Part 1)) |
- |
10180 |
|
UV resistance (192 Hrs.) |
| 5.2 Table 1(Dimensions) |
- |
750 |
|
4.2 Lindear Density + Width of tape |
| 5.2 Table 1(Dimensions) |
- |
250 |
|
4.2,5.1,5.2,5.3,5.4 Mass of sack |
|
31 Dec, 2026 |
-
Included w.e.f. 27-05-2022. |
| 12102 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 17216 (2019) |
Polyethylene Mulch Films for Agriculture and Horticulture • Specification |
- |
617340 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.1(Density) |
- |
500 |
|
- |
| 5.1.2(Melt Flow Index) |
- |
1100 |
|
- |
| 5.1.4(Carbon black, Density) |
- |
0 |
|
- |
| 5.1.4(Carbon black, Toluene extract) |
- |
0 |
|
- |
| 5.1.4(Carbon black, Volatile matter) |
- |
0 |
|
- |
| 5.1.4(Carbon black, particle size) |
- |
0 |
|
- |
| 5.1.4(Carbon black, Tint strength) |
- |
0 |
|
- |
| 5.1.5(UV Stabilizer) |
- |
2500 |
|
- |
| 5.2.1(Visual Appearance) |
- |
300 |
|
- |
| 5.2.2(Film Form) |
- |
0 |
|
- |
| 5.2.4(Odour) |
- |
250 |
|
- |
| 5.3.1.1(Tolerance on thickness) |
- |
250 |
|
- |
| 5.3.1.2(Tolerance on width) |
- |
250 |
|
- |
| 5.3.2(Impact Strength) |
- |
1350 |
|
- |
| 5.3.2, Table 1(Nominal Film Thickness) |
- |
0 |
|
- |
| 5.3.2, Table 1(Impact Failure Mass) |
- |
0 |
|
- |
| 5.3.3(Tensile Strength at Break) |
- |
2700 |
|
- |
| 5.3.4(Elongation at Break) |
- |
0 |
|
The test charges has already been taken in the cl. no. 5.3.3 |
| 5.3.5(Coefficient of Friction) |
- |
850 |
|
- |
| 5.3.6(Elmendorf Tear Strength) |
- |
2000 |
|
- |
| 5.3.7(Opacity) |
- |
575 |
|
- |
| 5.4, Table 2(Carbon black, percent) |
- |
925 |
|
- |
| 5.4, Table 2(Ash content, percent) |
- |
950 |
|
- |
| 5.4, Table 2(Carbon black dispersion) |
- |
700 |
|
- |
| 5.5(Service Life) |
- |
601840 |
|
- |
|
31 Dec, 2026 |
-
Included w.e.f. 27-05-2022. |
| 12103 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 17358 : Part 1 (2020) |
Agro textiles “ Fencing nets for agriculture and horticulture purposes “ Specification Part 1 Fencing nets made from extruded polymer mesh |
- |
21410.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4, table 1,2,3(MATERIALS) |
- |
6500.00 |
|
6200.00 (Test charge)+ 300.00 (specimen/conditioning charge) |
| 5,/ 5.1( MANUFACTURE (a)Hexagonal shape (see Fig. 1);(b) Diamond shape (see Fig. 2); and
c) Square shape (see Fig. 3)) |
- |
0 |
|
- |
| 5.2(Colour) |
- |
250.00 |
|
- |
| 6.0(TYPES ,(a)Light duty,
b) Medium duty, and
c) Heavy duty.) |
- |
0 |
|
- |
| 7.0( REQUIREMENTS) |
- |
14160.00 |
|
5900.00 (Test Charge) + 8260.00 (UV-Exposure of 144 hrs)+ 500.00 (specimen charges of tensile and elongation before UV-exposure) |
|
31 Dec, 2026 |
-
Included w.e.f. 27-05-2022. |
| 12104 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 4572 (2014) |
Fibre ropes – Polyamide 3- 4- 8- and 12-Strand ropes |
- |
5500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.5.1 Polyamide ropes( shall be made in one of the following constructions:
— type A: 3-strand hawser-laid rope (see Figure 1);
— type B: 4-strand shroud-laid rope (see Figure 2);
— type L: 8-strand braided rope (see Figure 3);
— type T: 12-strand braided rope (see Figure 4).) |
- |
3150 |
|
Testing Charge for the clauses 5.1 to 5.5 |
| Cl.6 Tables 1, 2 and 3.(Cl.Linear density and minimum breaking force shall be in accordance with Tables 1, 2 and 3.) |
- |
2350 |
|
Testing Charge for the clauses 6.1 to 6.3 |
| Cl.5.1 Polyamide ropes( shall be made in one of the following constructions:
— type A: 3-strand hawser-laid rope (see Figure 1);
— type B: 4-strand shroud-laid rope (see Figure 2);
— type L: 8-strand braided rope (see Figure 3);
— type T: 12-strand braided rope (see Figure 4).) |
- |
0 |
|
Testing Charges is taken in the clause 5.1 |
| Cl.6 Tables 1, 2 and 3.(Cl.Linear density and minimum breaking force shall be in accordance with Tables 1, 2 and 3.) |
- |
0 |
|
Testing Charges is taken in the clause 6 |
| Cl.5.1 Polyamide ropes( shall be made in one of the following constructions:
— type A: 3-strand hawser-laid rope (see Figure 1);
— type B: 4-strand shroud-laid rope (see Figure 2);
— type L: 8-strand braided rope (see Figure 3);
— type T: 12-strand braided rope (see Figure 4).) |
- |
0 |
|
Testing Charges is taken in the clause 5.1 |
| Cl.6 Tables 1, 2 and 3.(Cl.Linear density and minimum breaking force shall be in accordance with Tables 1, 2 and 3.) |
- |
0 |
|
Testing Charges is taken in the clause 6 |
|
31 Dec, 2026 |
-
- |
| 12105 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 14625 (2015) |
Plastics Feeding Bottles ( First Revision ) |
- |
Rs 16930 (Excluding tests for material as per Cl.4.1 an View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 5.1.3 (Wall Thickness) |
- |
|
|
|
| Cl 5.1.4 (Capacity) |
- |
|
|
|
| Cl 5.3.2 (Transparecy) |
- |
|
|
|
| Cl 5.3.3 (Leakage Test) |
- |
|
|
|
| Cl 5.3.4 (Drop Test) |
- |
|
|
|
| Cl 5.3.5 (Ageing Resistance) |
- |
|
|
|
| Cl 5.3.6 (Compressive Deformation Resistance) |
- |
|
|
|
| Cl 5.3.7 (Product Resistance of Printed Containers) |
- |
|
|
|
| Cl 5.1.3 (Wall Thickness) |
- |
|
|
|
| 5.3.8 a) (Migration Test a) Distilled water at 40±2° hrs) |
- |
|
|
|
| 5.3.8 b) (Migration Test b) n-Haptane at 38±1° C for 30 min) |
- |
|
|
|
| Sl. No. i), Table 1, Cl.5.2.1.7 (Migration of certain elements - Antimony) |
- |
|
|
|
| Sl. No. i), Table 1, Cl.5.2.1.7 (Migration of certain elements - Arsenic) |
- |
|
|
|
| Sl. No. i), Table 1, Cl.5.2.1.7 (Migration of certain elements - Chromium) |
- |
|
|
|
| Sl. No. i), Table 1, Cl.5.2.1.7 (Migration of certain elements - Mercury) |
- |
|
|
|
| Sl. No. i), Table 1, Cl.5.2.1.7 (Migration of certain elements - Cadmium) |
- |
|
|
|
| Cl.5.2.1.7, Table-1(v) (Migration of certain elements, Reqiurement as per table 1, Lead) |
- |
|
|
|
| Sl. No. i), Table 1, Cl.5.2.1.7 (Migration of certain elements - Barium) |
- |
|
|
|
| Sl. No. i), Table 1, Cl.5.2.1.7 (Migration of certain elements - Selenium) |
- |
|
|
|
| Cl.5.3.9.2, Table-3(i) (Specific migration , Barium) |
- |
|
|
|
| Cl.5.3.9.2, Table-3(ii) (Specific migration , Cobalt) |
- |
|
|
|
| Cl.5.3.9.2, Table-3(iii) (Specific migration , Copper) |
- |
|
|
|
| Cl.5.3.9.2, Table-3(iv) (Specific migration , Iron) |
- |
|
|
|
| Cl.5.3.9.2, Table-3(v) (Specific migration , Lithium) |
- |
|
|
|
| Cl.5.3.9.2, Table-3(vi) (Specific migration , Manganese) |
- |
|
|
|
| Cl.5.3.9.2, Table-3(vii) (Specific migration , Zinc) |
- |
|
|
|
| Cl.5.3.9.2, Table-3(viii) (Specific migration , Antimony) |
- |
|
|
|
| Clauses 5.3.9.2 and 5.3.9.3,Table 3, S.no.(ix) (Phthalic acid, bis(2-ethylhexyl)ester (DEHP)-ISO 18856) |
- |
|
|
|
|
- |
-
The following test facilities are not available:
1. Bisphenol A (BPA)
2. Migration of Certain Elements & Specific Migration
3. Environmental Stress-Crack Resistance |
| 12106 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
- |
Rs.2800/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2 (diameter of the socket of cap) |
- |
|
|
|
| 2.1 (General) |
- |
|
|
|
|
- |
-
The following test facilities are not available:
6.3 Effect on water |
| 12107 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
- |
1050 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1 (Size) |
- |
|
|
|
| 2.2.2, Table 1 (Union Laying
Length) |
- |
|
|
|
| 2.2.3 (Socket length) |
- |
|
|
|
|
- |
-
The following test facilities are not available:
6.3 Effect on water |
| 12108 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1 (Size) |
- |
|
|
|
| 2.2.2, Table 1 (Socket Laying
Length) |
- |
|
|
|
| 2.2.3 ( inside diameter of the socket) |
- |
|
|
|
| 2.2.2, Table 1 (Socket Laying
Length) |
- |
|
|
|
|
- |
-
The following test facilities are not available:
6.3 Effect on water |
| 12109 |
BIS, Western Regional Laboratory (WRL)
| None
| 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 |
- |
1050 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1 (Size) |
- |
|
|
|
| 2.2.2, Table 1 (45 ̊ Tees Laying
Length, Z) |
- |
|
|
|
| 2.2.3 ( inside diameter of the socket) |
- |
|
|
|
| 2.2.3 (Socket length) |
- |
|
|
|
|
- |
-
The following test facilities are not available:
6.3 Effect on water |
| 12110 |
BIS, Western Regional Laboratory (WRL)
| None
| 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 |
- |
Rs.2800/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1 (Size) |
- |
|
|
|
| 2.2.2, Table 1 (90 ̊ Elbow Laying
Length) |
- |
|
|
|
| 2.2.3 ( inside diameter of the socket) |
- |
|
|
|
| 2.2.3 (Socket length) |
- |
|
|
|
| 2.2.2, Table 1 (Size) |
- |
|
|
|
|
- |
-
The following test facilities are not available:
6.3 Effect on water |
| 12111 |
BIS, Western Regional Laboratory (WRL)
| None
| 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 |
- |
1050 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1 (45 ̊ Elbow Laying
Length) |
- |
|
|
|
| 2.2.3 ( inside diameter of the socket) |
- |
|
|
|
| 2.2.3 (socket length) |
- |
|
|
|
| 2.2.2, Table 1 (Size) |
- |
|
|
|
|
- |
-
The following test facilities are not available:
6.3 Effect on water |
| 12112 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 7285 : Part 2 (2017) |
Refillable seamless steel gas cylinders - Specification: Part 2 quenched and tempered steel cylinders with tensile strength less than 1 100 mpa (112 Kgf/mm²) (Fourth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.7 (Foot Rings) |
- |
|
|
|
| 7.3 (Surface Defects) |
- |
|
|
|
| 7.11 a) (For cylinders of water capacity up to and including 20 litres = ) |
- |
|
|
|
| 7.11 b) (For cylinders of water capacity exceeding 20 litres =) |
- |
|
|
|
| 10.1.3 a) i) ( Tensile strength (Rg) ) |
- |
|
|
|
| 10.1.3 a) ii) ( Yield strength (Re)) |
- |
|
|
|
| 10.1.3 a) & 10.2.1 a) (Elongation percent Min on gauge length = 5.65 √ So) |
- |
|
|
|
| 15.1 (BIS CERTIFICATION MARKING) |
- |
|
|
|
| 10.3.1 &10.3.2Table 4 (Impact Test- ) |
- |
|
|
|
| 10.4.1 Table 5 ,FIG. 9 (Bend Test) |
- |
|
|
|
| Cl.5.1 , 5.2 , 5.3 (Phosphorus) |
- |
|
|
|
| Cl.5.1 , 5.2 , 5.3 (Sulphur) |
- |
|
|
|
| Cl.5.1 , 5.2 , 5.3 (Manganese) |
- |
|
|
|
| Cl.5.1 , 5.2 , 5.3 (Silicon) |
- |
|
|
|
| Cl.5.1 , 5.2 , 5.3 (Carbon ) |
- |
|
|
|
|
- |
-
Test facilities are not available for the following:
1. Cr, Ni, Mo, V, Al, N, B, Zr
2.Pressure cycling Test
3. Base check
4. Hydrostatic Stretch Test
5. Leakage Test
6.Neck threads
7. Surface Defects
8. Verticality
9. Hydraulic Bursting Test
10. Sulphide Stress Cracking Resistance Test
11 Ultrasonic testing
Remarks Prepared piece for tensile (2 nos), bend (4 nos) and impact (3 nos) |
| 12113 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 7138 (1973) |
Specification for steel tubes for furniture purposes |
- |
RS/-300 Chemical View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4 (DIMENSIONS) |
- |
|
|
|
| 4.1(Table 1) (WALL THICKNESS) |
- |
|
|
|
| 4.2 (Tolerance) |
- |
|
|
|
| 5 (WORKMANSHIP) |
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| 8 (LENGTHS) |
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| 9.1 (Tensile Test) |
- |
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| 9.2 (Bend test) |
- |
|
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| 9.3 (Retest) |
- |
|
|
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|
- |
-
Test facilities are not available for the following:
1. Bend Test
2.Drift Test |
| 12114 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 5135 : Part 1 (1994) |
Specification for hand - Rotary duster: Part 1 belly - Mounted type (Second Revision) |
- |
Rs 7600/- View breakup
Testing charges for the product are Rs 7600/-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.0 (Capacity) |
- |
|
|
|
| 7.1 (Volume flow rate) |
- |
|
|
|
| 7.2 (Dust delivery rate) |
- |
|
|
|
| 7.3 (Distance travelled by dust) |
- |
|
|
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| 7.4 (Leakage) |
- |
|
|
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| 8.0 (WORKMANSHIP AND FINISH) |
- |
|
|
|
|
- |
-
- |
| 12115 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 3906 (1995) |
Crop Protection Equipment - Hand-operated Knapsack Sprayer, Piston Type |
- |
3310.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.1 (Marking) |
- |
|
|
|
| 5.1 & 5.2 (a) Discharge rate ml/minute Min. ) |
- |
|
|
|
| 5.1 & 5.2 (b) Volumetric efficiency 85% Min.) |
- |
|
|
|
| 6.1 (i) Capacity Liters ) |
- |
|
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| 6.1 (ii)Thickness Min.) |
- |
|
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| 6.1 (iii)The tank, when filled up to its neck level with water, shall not show any sign of leakage and shall not buckle) |
- |
|
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| 6.2 (b)Skirt/Stand) |
- |
|
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| 6.3 (c) Straps ) |
- |
|
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| 6.4 (d) Filling hole) |
- |
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| 6.9 (i) Operating lever, handle and piston rod ) |
- |
|
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| 6.1 (j) Discharge outlet) |
- |
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| 6.13 (m) cut off device and lance ) |
- |
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| 6.14 (n) Nozzle ) |
- |
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| 6.16 (p) Mass ) |
- |
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| 6.17 (q) Endurance) |
- |
|
|
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| Cl.8.1 and 8.2 (6. Workmanship & finish) |
- |
|
|
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| Cl.8.1 and 8.2 (Cut off device) |
- |
|
|
|
|
- |
-
- |
| 12116 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 3652 (1995) |
Crop protection equipment. - Foot sprayer - Specification (Fourth Revision) |
- |
Testing charges for the product are Rs. 8550/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| C-10 (MARKING) |
- |
|
|
|
| C-1 (TYPES) |
- |
|
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| C-2 (DIMENSIONS) |
- |
|
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| C- 6.1 to 6.3 (OPERATING TRIGGER/Knob) |
- |
|
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| D-3 (a) Wall thickness) |
- |
|
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| D-3 (b) Internal dia of tube) |
- |
|
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| D-3 (c)Length of lance) |
- |
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| D-4 (Nozzle) |
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| C-3 (STRAINER) |
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| F-3 (PERFORMANCE REQUIREMENTS) |
- |
|
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|
- |
-
- |
| 12117 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 3601 (2006) |
Steel tubes for mechanical and general engineering purposes - Specification (Second Revision) |
- |
Please see remarks. View breakup
Rs. 7370/- for Un-galvanized WT & HFS, For galvanized tubes Rs. 1945/- extra, Rs. 8060/- for CDS & CEW
Material testing charges as per relevant referred ISs to be levied additionally
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.0 (Workmanship) |
- |
|
|
|
| 19.1.1, 24.1.1, 28.1.1, 33.1.1 (Dimensions- Outside Dia) |
- |
|
|
|
| 19.1.2, 24.1.2, 28.1.2, 33.1.2 (Dimensions- Thickness) |
- |
|
|
|
| 13.1.3 (Tensile Strength) |
- |
|
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| 13.1.1 (Yield Stress) |
- |
|
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| 13.1.2 (Elongation) |
- |
|
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| 13.2 (Flattening Test) |
- |
|
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| 13.5 (Drift Expansion Test) |
- |
|
|
|
| 6.0 (Workmanship) |
- |
|
|
|
| 4.1 (Sulphur-Percentage by mass) |
- |
|
|
|
| 4.1 (Phosphorus-Percentage by mass) |
- |
|
|
|
|
- |
-
Test facilities are not available for the following:
1. Bend Test
2. Drift Expansion Test
3. Crushing Test
4 For sizes above 200 mm |
| 12118 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 3196 : Part 1 (2013) |
Welded low carbon steel cylinders exceeding 5 litres water capacity for low pressure liquefiable gases: Part 1 cylinders for liquefied petroleum gases (Lpg) - Specification (Sixth Revision) |
- |
14900 View breakup
Rs. 14900/- for 3 Pc. Cylinder & Rs. 10900/- for 2 Pc. Cylinder. (Excluding Radiographic and Fatigue Test) Rs. 2760 /- for Fatigue Test. And Material testing charges as per relevant referred ISs to be levied additionally
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 20 (Marking) |
- |
|
|
|
| 9 (Valve Protection) |
- |
|
|
|
| 10 (Foot Ring) |
- |
|
|
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| 14 (Bung) |
- |
|
|
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| 14 (Water Capacity) |
- |
|
|
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| 15 (Hydrostatic Test) |
- |
|
|
|
| 17 (Burst Test under Hydraulic Pressure) |
- |
|
|
|
| 18 (Parent Metal Longitudinal Tensile Strength) |
- |
|
|
|
| 18 (Parent Metal Circumferential Tensile Strength) |
- |
|
|
|
| 18 (Weld Metal Tensile Strength) |
- |
|
|
|
| 18 (Bend Test across weld) |
- |
|
|
|
| 18 (Root Bend Test) |
- |
|
|
|
| 18 (Face Bend Test) |
- |
|
|
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| 18 (Macro Examination) |
- |
|
|
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| 18 (Minimum Thickness Test) |
- |
|
|
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| 21 (Colour Identification) |
- |
|
|
|
| 23.2 (Protective Coatings) |
- |
|
|
|
| 20.0 (Marking) |
- |
|
|
|
| 20 (Marking) |
- |
|
|
|
|
- |
-
Test facilities are not available for the following:
1.Cycle Test
2. Impact and Drop Test
3.Radiographical Examination |
| 12119 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 2548 : Part 1 (1996) |
Plastic seats and covers for water - Closets - Specification: Part 1 thermoset seats and covers (Fifth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.9.1 (Strength Requirements for Seats The seats shall withstand, without permanent distortion of the seat or the hinge fittings or damage to any finish, a load of 1150 N applied in the manner prescribed in Annex A for a period of 30
minutes.) |
- |
|
|
|
| Cl.9.3 (Water Absorption When tested according to Annex D, the increase in mass shall be 2.26 percent, Max and on visual
inspection after immersion, it shall show no impairment in respect of the characteristics specified under 5.2.) |
- |
|
|
|
| Cl.9.4 (Cl 9.4.1 ) (Rigidity Seat When tested in accordance with Annex E, the maximum deflection shall be 12.5 mm and, on visual inspection after the load is removed, the scats shall not show any fracture.) |
- |
|
|
|
| Cl.9.4 (Cl 9.4.2 ) (Cover When tested in accordance with Annex F, the maximum deflection shall be 25 mm, and on visual inspection after the load is rcmovcd, ) |
- |
|
|
|
| Cl.9.4 (Cl 9.4.3 ) (When tcstcd in accordance with Annex G,
the maximum distortion shall be 3 mm.) |
- |
|
|
|
| Cl.5.2 (FinishThe surfaces of the seats, covers and components
shall be smooth, free from blisters and delamination
and reasonably free from flowlines, contamination,
streaking and unintended colour
variation.) |
- |
|
|
|
| Cl.6.1 (Seat The seat shall conform to the dimensions given in
Table 1 and Fig. 1. In the case of open front design,) |
- |
|
|
|
| Cl.6.2 (The cover shall conform to the dimensions given in Table 1 and Fig. 1.) |
- |
|
|
|
| Cl 7.1 (The bolts shall have a
minimum shank length of 65 mm .) |
- |
|
|
|
| Cl 7.1 (The bolts shall have a coarse
thread of M8 size in accordance with IS 4218 (Part 6) : 1978 within 25 mm of the flange for fixing to the pan) |
- |
|
|
|
| Cl 7.1 ( Each bolt shall be provided with TWO
suitably shaped washers of rubber or other equivalent material for adjusting the level of theseat when securing it to the pan. The maximum external measurement of any such washers fixed on the underside of the pan shall be not greater than
25 mm.) |
- |
|
|
|
| Cl 7.1 (In addition, one washer made of any other material specified for bolts and not exceeding 2.5 mm in diameter shall be provided with each bolt.) |
- |
|
|
|
| Cl.7.1.2 (Hinging pins, where used, shall be not less than 5 mm in diameter.) |
- |
|
|
|
| Cl.8.1 (Each seat shall be provided with not less than three rubber or plastic buffers of size 25 mm x 40 mm x 10 mm for closed front seats) |
- |
|
|
|
| Cl.9.2 (Seat When tested in accordance with Annex B, the seat, buffers and hinges shall not show any visible damage.) |
- |
|
|
|
| Cl.9.2 (Cover When tested in accordance with Annex C, the cover, buffers and hinges shall not show any visible damage.) |
- |
|
|
|
| Cl.9.4 (Cl 9.4.2 ) (the covers shall not show any fracture. No part of the edge of the cover shall be pushed through the seat opening.) |
- |
|
|
|
| Cl.9.5 (Staining by Seats and CoversWhen tested in accordance with Annex H,thcrc shall not be any visible colour transfer to the white cloth.) |
- |
|
|
|
| Cl.9.6 (Staining and/or Other Surface Deterioration
of Seats and.Covers
When tcstcd in accordance with Annex J, there shall not be any changes of colour or other adverse change in surface characteristics.) |
- |
|
|
|
| Cl.9.7 (Endurance Test for Seat, Covers and Buffers
When tested in acn)rdance with Annex K, neither
scat, cover or buffer’ should bc damaged nor dislocated.
This is a type test to be done once in six
months.) |
- |
|
|
|
| Cl.9.6 (Staining and/or Other Surface Deterioration
of Seats and.Covers
When tcstcd in accordance with Annex J, there shall not be any changes of colour or other adverse change in surface characteristics.) |
- |
|
|
|
|
- |
-
- |
| 12120 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 319 (2007) |
Free cutting brass bars, rods and section - Specification (Fifth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.0 (Freedom from defects) |
- |
|
|
|
| 7.0 (Dimension and Tolerances) |
- |
|
|
|
| 9.1 Table-2 (Tensile Strength) |
- |
|
|
|
| 9.1 Table-2 (Elongation) |
- |
|
|
|
| 10.1 (Mercurous Nitrate Test) |
- |
|
|
|
| 9.2 (Vickers Hardness) |
- |
|
|
|
|
- |
-
Test facilities are not available for the following:
1. Cu, Pb, Fe, Zn |
