| 9091 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
ALL |
16525 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.3(Compound Properties) |
- |
1100 |
|
- |
| 6.3.1
Annex B(Chloride content) |
- |
8600 |
|
- |
| 9.1(Visual Appearance) |
- |
550 |
|
- |
| 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 |
|
- |
| 10(Mechanical Properties) |
- |
1725 |
|
- |
| 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.
) |
- |
3450 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9092 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 14968 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing 50 Kg/25 kg sugar – Specification (first revision) |
ALL |
19630 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 |
|
- |
| 4.3.1(The two rows of stitches shall be separated from each other) |
- |
300 |
|
- |
| 4.4(Bottom seam of the loose liner) |
- |
250 |
|
- |
| 4.5 and Table 1 i(Capacity) |
- |
250 |
|
- |
| 5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
250 |
|
- |
| 5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
0 |
|
- |
| 5.2 and Table 1 iii(Ends per dm ) |
- |
200 |
|
- |
| 5.2 and Table 1 iv(Picks per dm ) |
- |
200 |
|
- |
| 5.1 and Table 1 v a(Mass of unlaminated sack
IS 1964) |
- |
250 |
|
- |
| 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)) |
- |
0 |
|
- |
| 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)) |
- |
1100 |
|
- |
| 5.2 and Table 1 viii b(Elongation at break of fabric Widthwise
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 ) |
- |
12380 |
|
- |
| 5.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9093 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 14887 (2014) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
ALL |
18330 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.2(Tapes – Width and Thickness
( IS 6192/IS 11197)) |
- |
250.00 |
|
- |
| 3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
0.0 |
|
NA |
| 3.2(Tapes – Tenacity (IS 6192/IS 11197)) |
- |
0.0 |
|
NA |
| 3.2(Tapes – Elongation at point of rupture
(IS 6192/IS 11197)) |
- |
0.0 |
|
NA |
| 3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192)) |
- |
0.0 |
|
NA |
| 3.2(Tapes – Dimensional stability (PP)
(IS 11197)) |
- |
0.0 |
|
NA |
| 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 ) |
- |
1100 |
|
- |
| 4.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
12380 |
|
- |
| 4.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9094 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| 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 - |
UPTO DN 315 |
11250 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Colour of fittings) |
- |
300 |
|
- |
| 10(Workmanship) |
- |
300 |
|
- |
| 7.1,Table 1(Wall thickness) |
- |
0 |
|
- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
500 |
|
- |
| 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 |
|
- |
| Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
- |
| Cl.15, Annex B(Sulphated Ash Content) |
- |
950 |
|
- |
| 16.1(Impact test) |
- |
1000 |
|
8950 FOR PRODUCT & 2300 FOR RAW MATERIAL.TOTAL IS 11250 |
|
31 Dec, 2026 |
-
- |
| 9095 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 14252 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
ALL |
18930 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Raw Material) |
- |
1050 |
|
- |
| 3.2(Tapes – Width
) |
- |
0.0 |
|
- |
| 3.2(Tapes – Linear Density
) |
- |
0.0 |
|
Attached separately |
| 3.4(Sack) |
- |
0.0 |
|
- |
| 3.4.1(Seam) |
- |
0.0 |
|
- |
| 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 |
|
Tensile Strength & Elongation charges are inclusive |
| 4.1 and Table 1 vi(Average Breaking strength of bottom seam ) |
- |
1100 |
|
Tensile Strength & Elongation charges are inclusive |
| 4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise) |
- |
0.0 |
|
Mentioned above |
| 4.1 and Table 1 vii b(Elongation at break of fabric Widthwise ) |
- |
0.0 |
|
Mentioned above |
| 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 ) |
- |
2200 |
|
Lengthwise & width wise test charges are inclusive |
| 4.1 and Table 1 ix(Ash content ) |
- |
950 |
|
- |
| 3.3(Tying Cord) |
- |
0.0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9096 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 14182 (1994) |
Solvent cement for use with unplasticized polyvinyl chloride plastic pipe and fittings - Specifications |
UPTO DN 315 |
9450 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.5(REQUIREMENTS) |
- |
300 |
|
- |
| 4.5(When used under the conditions for which they are designed, non metallic materials in contact with or likely to come in contact with potable water shall not constitute a toxic hazard , shall not support microbial growth and shall not give rise to unpleasant taste or odour, cloudiness or discolouration of the water) |
- |
3000 |
|
- |
| 4.8(Dissolution) |
- |
400 |
|
- |
| 4.9 and 6.1(Viscosity) |
- |
1100 |
|
- |
| 4.10 and 6.1(Lap Shear Strength - After 2 h curing time) |
- |
0 |
|
- |
| 4.10 and 6.1(Lap Shear Strength - After 10 h curing time) |
- |
0 |
|
- |
| 4.10 and 6.1(Lap Shear Strength - After 72 h curing time) |
- |
3800 |
|
- |
| 4.11 and 6.1(Hydrostatic Burst Strength - After 2 h curing time) |
- |
850 |
|
- |
|
31 Dec, 2026 |
-
upto DN 315 |
| 9097 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 13958 (1994) |
Bamboo Mat Board For General Purposes -specification |
ALL |
17375 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6(Dimensions and tolerances) |
- |
1200 |
|
- |
| 7.1(Workmanship and finish) |
- |
300 |
|
- |
| 7.2(Workmanship and finish) |
- |
0 |
|
- |
| 9.3.1(Internal bond strength in Dry State) |
- |
1350 |
|
- |
| 9.3.2(Internal bond strength in Wet State) |
- |
1350 |
|
- |
| 9.4.2(surface strength test in Wet State) |
- |
2025 |
|
- |
| 9.4.3(Mycological Test) |
- |
7650 |
|
- |
| 5.2(Application of Adhesive) |
- |
1800 |
|
- |
| 5.4(Assembly) |
- |
650 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9098 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 13714 (1993) |
Dunnage pallets - Warehousing - Specification |
ALL |
3550 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(DIMENSIONS) |
- |
750 |
|
- |
| 5.1.2(Timber) |
- |
700 |
|
- |
| 5.1.2.1 (Objectionable knots) |
- |
300 |
|
- |
| 6.1.2(CONSTRUCTION) |
- |
1500 |
|
- |
| 7(WORKMANSHIP AND FINISH) |
- |
300 |
|
- |
|
31 Dec, 2026 |
-
Resistance to external blow restricted up to 315mm. |
| 9099 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
ALL |
17100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 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.5(Surface colour of the pipes shall be dark shade of grey) |
- |
300 |
|
- |
| Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
500 |
|
- |
| Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
0.0 |
|
INCLUDED ABOVE |
| 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.) |
- |
1000 |
|
- |
| 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) |
- |
4850 |
|
3500+1350 |
| Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2500 |
|
- |
| 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 |
|
- |
| Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
1350 |
|
- |
| 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 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9100 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
ALL |
11725 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1.2(K-Value as per IS-4669) |
- |
1100 |
|
- |
| 5.0(Colour of Pipes) |
- |
300 |
|
- |
| 9.1( Visual Appearance) |
- |
0 |
|
colour & visual appearance are inclusive to above charge |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
1500 |
|
all |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
0 |
|
all dimensions added to above charge |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
250 |
|
- |
| 8.4(Sealing rings - Hardness) |
- |
375 |
|
- |
| 9.2(Internal Diameter) |
- |
350 |
|
- |
| 9.3(Density
IS 12235 (Part 14)) |
- |
500 |
|
- |
| 9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1400 |
|
- |
| 9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1600 |
|
- |
| 9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1100 |
|
- |
| 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 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
250 |
|
- |
|
31 Dec, 2026 |
-
Resistance to external blow restricted up to 315mm. |
| 9101 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
Upto DN 315 |
16425 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1.a (Potyethylene - higher olefins constituent ) |
- |
2150 |
|
- |
| 4.1.c.i (Density) |
- |
1125 |
|
- |
| 4.1.c.ii (Toluene extract - Annex A) |
- |
1100 |
|
- |
| 4.1.c.iii (Volatile matter - Annex B ) |
- |
700 |
|
- |
| 4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
925 |
|
- |
| 4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
700 |
|
- |
| 6.1(Visual Appearance) |
- |
300 |
|
- |
| 5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
250 |
|
- |
| 5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
0 |
|
- |
| 7.2(Reversion Test) |
- |
1000 |
|
- |
| 7.3(Tensile Test) |
- |
1350 |
|
- |
| 7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
1200 |
|
- |
| 7.1
Table-2
(b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress) |
- |
1000 |
|
- |
| 7.1
Table-2
(Hydraulic Characteristics
a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress.
) |
- |
3000 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9102 |
Sleen India Biz venture Private Limited
| 9139736
| IS 12254 (1993) |
Polyvinyl chloride (PVC) Industrial boots - Specification (First Revision) |
- |
8800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.1(Shape and Dimension) |
- |
120 |
|
EXCLUDING 18 % GST |
| 5.2(Shape and Dimension) |
- |
120 |
|
EXCLUDING 18 % GST |
| 5.3.1(Thickness) |
- |
550 |
|
EXCLUDING 18 % GST |
| 5.4 Table 2(Hardness, IS 12240 (Part 2)) |
- |
700 |
|
EXCLUDING 18 % GST |
| 5.5(Relative Density, IS 12240 (Part 3)) |
- |
350 |
|
- |
| 5.6(Volatility, IS 12240
( Part 2) ) |
- |
550 |
|
EXCLUDING 18 % GST |
| 5.7(Lead Content ) |
- |
550 |
|
EXCLUDING 18 % GST |
| 5.8 Table 3(Tensile Requirements, Upper, IS 12240
( Part 6) ) |
- |
840 |
|
EXCLUDING 18 % GST |
| 5.9(Resistance to Cut Growth (Flexing test) for Sole, IS 12240 (Part 7)) |
- |
600 |
|
EXCLUDING 18 % GST |
| 5.1(Resistance to Flexing for Upper, IS 12240 (Part 8)) |
- |
600 |
|
EXCLUDING 18 % GST |
| 5.11(Leg Height, IS 12240 (part 9)) |
- |
120 |
|
EXCLUDING 18 % GST |
| 5.12(Leakage Resistance) |
- |
1100 |
|
EXCLUDING 18 % GST |
| 5.13(Cold Flex Temperature) |
- |
1500 |
|
EXCLUDING 18 % GST |
| 5.15(Performance) |
- |
1100 |
|
EXCLUDING 18 % GST |
|
15 May, 2027 |
-
- |
| 9103 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
All |
18250 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2.3(Carbon Black Content ) |
- |
925 |
|
nil |
| 4.2.3(Carbon Dispersion Test) |
- |
700 |
|
nil |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
for net & gross capacity |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
for over all diameter |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
for over all height |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
for internal dia of man hole |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
500 |
|
for net & gross capacity |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
250 |
|
for overall diameter |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
250 |
|
for overall height |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
250 |
|
for internal dia of manhole |
| 7.1.1(Resistance to Deformation) |
- |
700 |
|
nil |
| 7.1.2(Resistance to Deformation) |
- |
700 |
|
nil |
| 7.2(Resistance to Impact) |
- |
1100 |
|
nil |
| 7.3(Test for Top Load Resistance) |
- |
1100 |
|
nil |
| 7.4(Tensile Strength) |
- |
1350 |
|
nil |
| 7.5(Flexural Modulus) |
- |
1350 |
|
nil |
| 7.6(overall Migration) |
- |
2200 |
|
nil |
| 9.2.1(Man-Hole and Hand-Hole Lids) |
- |
200 |
|
- |
| 9.1(Man-Hole and Hand-Hole Lids) |
- |
3225 |
|
- |
| 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 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
Gross Capacity |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
Internal Manhole |
| 5.3(Types and Features ) |
- |
0 |
|
Visual Inspection of Flat area |
| 5.6(Types and Features ) |
- |
0 |
|
- |
| 9.1(Lid Thickness) |
- |
0 |
|
- |
| 6.1(Finish) |
- |
0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9104 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 11652 (2017) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
All |
25330 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Raw Material
) |
- |
1050 |
|
- |
| 4.2
(Fabric) |
- |
250 |
|
- |
| 4.3(Sacks) |
- |
300 |
|
- |
| 4.4(Seam
) |
- |
0 |
|
- |
| 4.4(The material used for stitching shall be HDPE/PP tape having minimum 20 percent higher denier than the tapes used
in the fabric.) |
- |
1050 |
|
- |
| 4.4(Seam) |
- |
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
) |
- |
500 |
|
- |
| 4.5(Lamination ) |
- |
1250 |
|
- |
| 4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
400 |
|
- |
| 4.7(and then stitching shall be done through six layers.) |
- |
250 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note )- Annex B
c) Width of gusset (e) 76 ± 10 mm
) |
- |
1150 |
|
MASS & DIMENSIONS CHARGE ARE INCLUSIVE |
| Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
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.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): - 1969 (Part 1) b) Widthwise , 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 bottom 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 ) |
- |
2200 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9105 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 10889 (2004) |
High density polyethylene films (First Revision) |
All |
11525 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Materials) |
- |
2225 |
|
- |
| 5.2(Black Compound) |
- |
1625 |
|
- |
| 6.1.1(Appearance) |
- |
300 |
|
- |
| 6.1.4(Density) |
- |
500 |
|
- |
| 6.1.5(Melt Flow Rate) |
- |
1100 |
|
- |
| 6.1.6(Black Film) |
- |
1625 |
|
- |
| 6.2.1, Table 1(Nominal Thickness) |
- |
250 |
|
- |
| 6.2.2, Table 2(Nominal Width) |
- |
250 |
|
- |
| 6.3, Table 3(Yield Tolerance) |
- |
600 |
|
- |
| 6.4.1(Tensile Strength at Break) |
- |
2200 |
|
Tensile strength & elongation at break are inclusive |
| 6.4.2(Elongation at Break) |
- |
0 |
|
- |
| 6.4.3(Impact Resistance (Falling Dart)) |
- |
850 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9106 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 9755 (2016) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing fertilizers – Specification (fifth revision) |
All |
21360 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(MANUFACTURE-Raw Material- IS 10146 or IS 10910) |
- |
1800 |
|
Linear density & WIDTH & identification all are inclusive |
| 3.1(MANUFACTURE-Raw Material) |
- |
250 |
|
Visual appearance |
| 3.2(MANUFACTURE-) |
- |
1500 |
|
- |
| 3.3(Sacks) |
- |
250 |
|
- |
| 3.3.1(Sacks-Table 1) |
- |
0 |
|
- |
| 3.5(Bottom Seam-(see IS 10789).) |
- |
1050 |
|
- |
| 3.6(Bottom Seam-tThe stitching shall be done
with double fold over seam to a depth of minimum 25 mm, so that the stitches pass through a minimum of six layers of the fabric.) |
- |
500 |
|
- |
| 3.8(Capacity- The sack shall have the nominal capacity of 50 kg.) |
- |
250 |
|
- |
| 4.1 , Table 1(REQUIREMENTS) |
- |
5050 |
|
- |
| 4.2(UV Resistance) |
- |
8260 |
|
- |
| 4.2(UV Resistance-The HDPE/PP woven fabric of sack made out of UV stabilized material shall have at least 50 percent of the original breaking strength when tested after the
same has been exposed to UV radiation and weathering as per the method given in Annex D.) |
- |
2200 |
|
- |
| 4.3(Mass-(Annexure E)) |
- |
250 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9107 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
All |
1600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2(Manufacture) |
- |
500 |
|
dimension charge are inclusive |
| 2.2.2(diameter of the socket of cap) |
- |
0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9108 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
All |
500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1(Union Laying
Length) |
- |
500 |
|
All dimensions charges are inclusive |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9109 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
All |
1600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1(Size) |
- |
500 |
|
All dimensions charges are inclusive |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9110 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| 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 |
1600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1(Size) |
- |
500 |
|
all other dimensions are inclusive to this charge |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
0 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z1) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9111 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| 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 |
1600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
500 |
|
all dimensions charges are inclusive |
| 2.2.2, Table 1(Size) |
- |
0 |
|
- |
| 2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9112 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| 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 |
4600 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 |
|
All parameters are included in this charge |
| 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 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9113 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| 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 |
1600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2(Manufacture) |
- |
500 |
|
All dimensions charge are inclusive |
| 2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(socket length) |
- |
0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9114 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
All |
6725 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4(Minimum Thickness) |
- |
500 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
0.0 |
|
socket length, Internal ID & tolerance all are inclusive in this charge |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
0.0 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
0.0 |
|
- |
| 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 |
|
All effect on water test parameters are included in this charge |
| 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 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9115 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 6192 (1994) |
Textiles – Monoaxially oriented high density polyethylene tapes – Specification (second revision) |
All |
4250 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Linear density (For test method Refer IS 6193:1971 and IS 7703 Part 1)) |
- |
500 |
|
- |
| 5.5(Thickness (For test method Refer IS 6193:1971)) |
- |
250 |
|
- |
| 5.4(Finished width (For test method Refer IS 6193:1971)) |
- |
250 |
|
- |
| 5.3(Elongation (For test method Refer IS 6193:1971)) |
- |
1100 |
|
- |
| 5.2(Tenacity (For test method Refer IS 6193:1971)) |
- |
250 |
|
- |
| 5.6(Heat Shrinkage at 60 degree C(For test method Refer IS 6193:1971)
) |
- |
700 |
|
- |
| 5.6(Heat Shrinkage at 95 degree C(For test method Refer IS 6193:1971)
) |
- |
700 |
|
- |
| 4(MATERIAL(Refer IS 7328 :1974)) |
- |
500 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9116 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 4985 (2000) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
upto DN 315mm |
23925 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(CLASSIFICATION OF PIPES) |
- |
0.0 |
|
- |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
500 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
0 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
0 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
0 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
0 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
0 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
0 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
0 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
0 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
0 |
|
Cl 7.1.1.1 to 7.2.1.2 all are compiled in same test charge of 500 |
| 10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
300 |
|
- |
| 10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
575 |
|
- |
| 9.1(PIPE ENDS) |
- |
0 |
|
compiled with the test charges for cl no. 10.1 |
| 10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
900 |
|
- |
| 10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1100 |
|
- |
| 10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
500 |
|
- |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
11000 |
|
- |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
850 |
|
- |
| Clause 10.7(Sulphated Ash Content) |
- |
950 |
|
- |
| 11.2(Resistance to External Blows at 0°C) |
- |
1400 |
|
- |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring
Sockets) |
- |
5000 |
|
- |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring
Sockets) |
- |
850 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9117 |
BIS, Central Laboratory (CL)
| None
| IS 4572 (2014) |
Fibre ropes – Polyamide 3- 4- 8- and 12-Strand ropes |
- |
Rs 1360/- 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).) |
- |
|
|
|
| 5.2
(Cl. 4.4.2) of ISO 9554: 2010
(Workmanship) |
- |
|
|
|
| 5.2
(Cl. 4.4.1) of ISO 9554: 2010 (Workmanship) |
- |
|
|
|
| 5.2
(Cl. 4.3) of ISO 9554: 2010
(Treatment
) |
- |
|
|
|
| 5.2
(Cl. 4.2) of ISO 9554: 2010
(Structure of rope) |
- |
|
|
|
| 5.2
(Cl. 4.2) of ISO 9554: 2010
(No. of Yarns in rope ) |
- |
|
|
|
| 5.2
(Cl. 4.2) of ISO 9554: 2010
(Construction & Structure ) |
- |
|
|
|
| 5.2
Cl. 4.1 (b) of ISO 9554: 2010
(Constituent Materials As per ) |
- |
|
|
|
| Cl.6 Tables 1, 2 and 3. (Cl.Linear density and minimum breaking force shall be in accordance with Tables 1, 2 and 3.) |
- |
|
|
|
|
- |
-
- |
| 9118 |
MSME Testing Centre, New Delhi
| 8101204
| IS 1341 (2018) |
Steel Butt Hinges - Specification (Sixth Revision) |
- |
3900 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3 Tables 2 to 9(Types) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (2)(Size of Hinge) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (3)(Length A) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (4)(Breadth B) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (4)(Breadth B1) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (4)(Breadth B2) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (5)(Thickness of Flap C) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (6)(Diameter of Hinge Pin D) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (7)(Number of Knuckles) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (8)(Number of Screw Holes) |
- |
300 |
|
- |
| 5.1 Tables 2 to 9 (9)(Holes for Screw No.) |
- |
300 |
|
- |
| 6.1(General) |
- |
300 |
|
- |
| 6.1(General) |
- |
300 |
|
- |
| 6.1(General) |
- |
300 |
|
- |
| 6.2.1(Knuckles) |
- |
300 |
|
- |
| 6.3(Pins) |
- |
300 |
|
- |
| 6.4(Screw Holes) |
- |
300 |
|
- |
| 6.4.2(Position of Holes) |
- |
300 |
|
- |
| 6.4.2(X) |
- |
300 |
|
- |
| 6.4.2(Y) |
- |
300 |
|
- |
| 6.4.2(Z) |
- |
300 |
|
- |
| 6.4.2.1(Position of Holes) |
- |
300 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9119 |
Central Institute of Petrochemical Engineering and Technology, Guwahati
| 5117534
| IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
ALL |
17725.00 View breakup
FOR OTHERS : Rs. 14350/- + GST for Low Density Polyethylene Films (Natural) Type I & II. Rs. 7700/- GST for Low Density Polyethylene Films (Natural) Type III & IV Rs. 16925/- + GST for Low Density Polyethylene Films (Black) Type I & II. Rs. 10275/- + GST for Low Density Polyethylene Films(Black) Type III & IV. For PE Film & sheet - Raw Materials Rs. 2650/- + GST for Natural Compound Rs. 1500/- + GST for Black Compound. Rs. 4075/- + GST for Carbon Black Masterbatch (Optional). Rs. 5100/- + GST for Carbon Black Powder (Optional). FOR BIS : Rs. 12025/- + GST for Low Density Polyethylene Films (Natural) Type I & II. Rs. 5900/- + GST for Low Density Polyethylene Films (Natural) Type III & IV. Rs. 13956/- + GST for Low Density Polyethylene Films (Black) Type I & II. Rs. 7831/- + GST for Low Density Polyethylene Films (Black) Type III & IV. For PE Film & sheet - Raw Materials. For PE Film & sheet - Raw Materials Rs. 1988/- + GST for Natural Compound. Rs. 375/- + GST for Black Compound. Rs. 3056/- + GST for Carbon Black Masterbatch (Optional). Rs. 3825/- + GST for Carbon Black Powder (Optional).
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
500 |
|
- |
| 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 |
|
- |
| 5.1.6b(Ash Content, Annex-A) |
- |
950 |
|
- |
| 5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530) |
- |
700 |
|
- |
| 5.2.2(Tolerance on Thickness, Annex-A) |
- |
500 |
|
- |
| 6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1)) |
- |
1225 |
|
- |
| 6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
1225 |
|
- |
| 6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300 |
|
- |
| 6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) ) |
- |
1225 |
|
- |
| 6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) ) |
- |
1225 |
|
- |
| 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) |
- |
875 |
|
- |
| 6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
875 |
|
- |
| 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) |
- |
0.0 |
|
- |
| 9.1, Table 4(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0.0 |
|
- |
| 9.1, Table 4(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0.0 |
|
- |
| 9.1, Table 4(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0.0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 9120 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 14635 : Part 1 (2020) |
Fluoropolymer Dispersions and Moulding and Extrusion Materials Part 1 Designation System ( First Revision ) |
- |
7300.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.5.1.1.1(Standard Specific Gravity in accordance with IS 14635 part 2) |
- |
500.00 |
|
- |
| 4.5.1.1.3(Bulk Density) |
- |
500.00 |
|
- |
| 4.5.1.1.5(Tensile Properties (Tensile stress) in accordance with IS 13360 (Part 5/Sec 2)) |
- |
1350.00 |
|
1100.00 (Testing Charge) + 250.00 (Conditioning charge) |
| 4.5.1.1.5(Tensile Properties (Elongation) in accordance with IS 13360 (Part 5/Sec 2)) |
- |
1350.00 |
|
1100.00 (Testing Charge) + 250.00 (Conditioning charge) |
| 4.5.1.1.6(Dielectric strength (IEC 60243-1 or ASTM D 149)) |
- |
1350.00 |
|
1100.00 (Testing Charge) + 250.00 (Conditioning charge) |
| 4.5.1.1.9(Melting Peak Temperature in accordance with IS 14635 (Part 2) |
- |
2250.00 |
|
2200.00 (Testing Charge) + 250.00 (Conditioning charge) |
|
31 Dec, 2026 |
-
- |
