| 9931 |
AADCO TESTING & RESEARCH LABORATORY PVT LTD (F28), GHAZIABAD
| 8141606
| IS 16415 (2015) |
Composite cement - Specification |
ALL GRADES |
4025 View breakup
Rs.4025/- for Mechanical + Chemical
(10% discount to BIS)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 and Table 3 i(Fineness
IS 4031(Part 2)) |
- |
300 |
|
- |
| 7 and Table 3 ii a(Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
250 |
|
- |
| 7 and Table 3 ii b(Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
250 |
|
- |
| 7 and Table 3 iii a(Setting Time ( by Vicat Apparatus), Initial
IS 4031(Part 5)) |
- |
150 |
|
- |
| 7 and Table 3 iii b(Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
150 |
|
- |
| 7 and Table 3 iv a(Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
150 |
|
- |
| 7 and Table 3 iv b(Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
150 |
|
- |
| 7 and Table 3 iv c(Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
200 |
|
- |
| 7 and Table 3 v(Drying shrinkage
IS 4031(Part 10)) |
- |
300 |
|
- |
| 6 -Table - 2 i(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
350 |
|
- |
| 6 -Table - 2 ii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
350 |
|
- |
| 6 -Table - 2 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
350 |
|
- |
| 6 -Table - 2 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
400 |
|
- |
| 6 -Table - 2 v(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
325 |
|
- |
| 6 -Table - 2 vi(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
350 |
|
- |
|
26 Jul, 2027 |
-
Except Transverse
Strength |
| 9932 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 6590 (1972) |
Specification for braided nylon rope for mountaineering purposes |
- |
8450 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1, Table 1,(Diameter of Rope,Annex 4) |
- |
550 |
|
Lenth of coil |
| 3.1/3.1.1(Manufacture of Yarn) |
- |
2000 |
|
3.1.1 Material Identification |
| 4.1, Table 1(No of ends per Spindle) |
- |
300 |
|
- |
| 3.1/3.1.1, Refer table 1(Approximate count of the yarn in the core and sheath together) |
- |
300 |
|
- |
| 4.1, Table 1(Univershal count(or Denier ) of yarn(Approx)- Core) |
- |
250 |
|
- |
| 4.1, Table 1(Univershal count(or Denier ) of yarn(Approx)- Sheath) |
- |
500 |
|
- |
| 4.1, Table 1(Linear density -Refer Annex 3) |
- |
500 |
|
- |
| 4.1, Table 1(Breaking load on 45 cm Test length-Refer Annex 5) |
- |
1350 |
|
- |
| 4.1, Table 1(Elongation at 20% load -Refer Annex 5) |
- |
2450 |
|
- |
| 4.1, Table 1(Angle of sag -refer annex 7 ) |
- |
600 |
|
- |
| 4.2(Slackness of Sheath-Refer Annex 8) |
- |
1100 |
|
- |
| 3.1.2(Manufacture of Yarn) |
- |
950 |
|
Filler Content |
|
31 Dec, 2026 |
-
Included w.e.f. 27-05-2022. |
| 9933 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 7903 (2017) |
Textiles – Tarpaulins made from high density polyethylene (HDPE) woven fabrics – Specification (fifth revision) |
- |
50450 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.4( Line/ Cord beading
IS 7903) |
- |
250 |
|
Nil |
| 4.0(Types IS 7903) |
- |
250 |
|
Nil |
| 5.1.1(Lamination IS 7903) |
- |
1050 |
|
Nil |
| 5.1.2(Lamination IS 7903) |
- |
1050 |
|
Nil |
| 5.2.1(Construction IS 7903) |
- |
250 |
|
Nil |
| 5.2.1(Construction IS 7903) |
- |
250 |
|
Nil |
| 5.2.1(Construction IS 7903) |
- |
0 |
|
Charges already taken in clause no. 5.2.1 |
| 5.2.1(Construction IS 7903) |
- |
0 |
|
Charges already taken in clause no. 5.2.1 |
| 5.2.1(Construction IS 7903) |
- |
0 |
|
Charges already taken in clause no. 5.2.1 |
| 5.2.1(Construction IS 7903) |
- |
0 |
|
Charges already taken in clause no. 5.2.1 |
| 5.2.1(Construction IS 7903) |
- |
0 |
|
Charges already taken in clause no. 5.2.1 |
| 5.3(Joint/Seam, IS 7903) |
- |
250 |
|
Nil |
| 5.4(Fixing of Eyelets, IS 7903) |
- |
250 |
|
Nil |
| 5.4(Fixing of Eyelets ,IS 7903) |
- |
0 |
|
Charges already taken in clause no. 5.4 |
| 6.1 Table 1,i)(No of HDPE fabric layers ,IS 7903) |
- |
250 |
|
Nil |
| 6.1 Table 1,ii)(No of lamination layers, IS 7903) |
- |
0 |
|
Charges already taken in clause no. 6.1 |
| 6.1 Table 1, iii)(Total no of layers in the finished tarpaulin, IS 7903) |
- |
0 |
|
Charges already taken in clause no. 6.1 |
| 6.1 Table 1,iv)(Mass of finished tarpaulin, Annex B ,IS 7903) |
- |
500 |
|
Nil |
| 6.1 Table 1,v)(Mass of laminated fabric, Annex C , IS 7903) |
- |
0 |
|
Charges already taken in clause no. 6.1 |
| 6.1 Table 1vi)(Breaking strength before UV exposure,warp ,IS 1969 Part 1) |
- |
1100 |
|
Nil |
| 6.1 Table 1vi)(Breaking strength before UV exposure,weft, IS 1969 part 1) |
- |
0 |
|
Charges already taken in clause no. 6.1 |
| 6.1 Table 1 vii)(Elongation at break of fabric,warp, IS 1969 Part 1) |
- |
1100 |
|
Nil |
| 6.1 Table 1 vii)(Elongation at break of fabric,weft, IS 1969 Part1) |
- |
0 |
|
Charges already taken in clause no. 6.1 |
| 6.1 Table 1 viii)(Retention of breaking strength after UV exposure of 144h Warp, IS 13162 part 2& IS 1969 Part1 ) |
- |
1100 |
|
Nil |
| 6.1 Table 1 viii)(Retention of breaking strength after UV exposure of 144h Weft , IS 13162 part 2& IS 1969 Part1 ) |
- |
29950 |
|
Test charge Rs. 2200/- plus UV exposure charges Rs. 27750/- |
| 6.1 Table 1 ix)(Welded seam strength before UV exposure (Weft) , IS 1969 Part 1) |
- |
1100 |
|
Nil |
| 6.1 Table 1 x)(Retention of welded seam strength after UV exposure of 144h(Weft) ,IS 13162 part 2& IS 1969 Part1 ) |
- |
1100 |
|
Nil |
| 6.1 Table 1 xi)(Trapezoidal tear strength, IS 14293) |
- |
1100 |
|
Nil |
| 6.1 Table 1 xii)(Puncture Resistance, Annex D of IS 7903) |
- |
1100 |
|
Nil |
| 6.1 Table 1 xiii)(Impact Failure load , at 1524 mmdrop, Annex E of IS 7903) |
- |
1100 |
|
Nil |
| 6.1 Table 1 xiv)(Color fastness to light (For color Tarpulines) , IS 2454) |
- |
850 |
|
Nil |
| 6.1 Table 1 xv)(Ash Content, Annex F of IS 7903) |
- |
950 |
|
Nil |
| 6.2(Length, IS 7903) |
- |
250 |
|
Nil |
| 6.2(Width, IS 7903) |
- |
250 |
|
Nil |
| 6.2(height, IS 7903) |
- |
0 |
|
Charges already taken in clause no. 6.2 |
| 6.3(Water Proofness,IS 7941) |
- |
1000 |
|
Nil |
| 6.3(Water Proofness, IS 7940) |
- |
5200 |
|
Test charge Rs. 1000/- plus ageing charges Rs. 4200/- |
| 6.2(dimension(l)) |
- |
0 |
|
Charges already taken in clause no. 6.2 |
| 6.2(dimension(w)) |
- |
0 |
|
Charges already taken in clause no. 6.2 |
| 6.2(dimension(h)) |
- |
0 |
|
Charges already taken in clause no. 6.2 |
|
31 Dec, 2026 |
-
- |
| 9934 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 9755 (2016) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing fertilizers – Specification (fifth revision) |
- |
18548 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(MANUFACTURE-Raw Material- IS 10146 or IS 10910) |
- |
1050 |
|
Material Identification |
| 3.1(MANUFACTURE-Raw Material) |
- |
750 |
|
Fabric (tape width), Linear Density |
| 3.2(MANUFACTURE-) |
- |
300 |
|
Sacks (Visual Appearance) |
| 3.3(Sacks) |
- |
300 |
|
Visual Appearance (Liner) |
| 3.3.1(Sacks-Table 1) |
- |
0 |
|
Visual Appearance (Liner) |
| 3.4(Liner) |
- |
0 |
|
Identification |
| 3.4.1(Liner) |
- |
0 |
|
GSM & Overlap dimension |
| 3.4.2(Lamination) |
- |
1800 |
|
Identification, GSM, Overlap dimension |
| 3.5(Bottom Seam-(see IS 10789).) |
- |
1300 |
|
Seam (Dimension), Identification (Stitching Material) |
| 3.6.1(Bottom Seam-) |
- |
0 |
|
Opacity |
| 3.7(Mouth of the Sack) |
- |
250 |
|
Capacity |
| 3.8(Capacity- The sack shall have the nominal capacity of 50 kg.) |
- |
0 |
|
Capacity |
| 4.2(UV Resistance) |
- |
0 |
|
UV Resistance(144 hrs)* (100x60+44x40) |
| 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.) |
- |
2700 |
|
Avg. Breaking Strength & Elongation at break of Fabric after UV radiation & weathering,
Length wise, Widthwise |
| 4.3(Mass-(Annexure E)) |
- |
250 |
|
Mass |
| 3.6(Bottom Seam-The number of stitches/dm shall be 14 ± 2.) |
- |
0 |
|
- |
| 3.4(Liner-The thickness(A-2 of IS 2508) shall be 40 μm ± 10 percent in case of HMHDPE/
HDPE.) |
- |
0 |
|
- |
| 3.4(Liner-The thickness(A-2 of IS 2508) shall be 70 μm ± 10 percent in case of LDPE/LLDPE) |
- |
0 |
|
- |
| 3.5(Bottom Seam-The two rows of stitches shall be separated from each other by minimum 5 mm) |
- |
0 |
|
- |
| 3.6(Bottom Seam-the outer stitch shall be minimum 8 mm from the outer edge of the sacks.) |
- |
0 |
|
- |
| 3.4(Liner-The width of the loose liner shall be minimum 20 mm more
than the width of the sack.) |
- |
0 |
|
- |
| 3.4.2(Liner-The bottom seal of the loose liner shall be at least 25 mm from the bottom edge.) |
- |
0 |
|
- |
| 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.) |
- |
0 |
|
- |
| 3.1(MANUFACTURE-Raw Material- IS 10146 or IS 10910) |
- |
0 |
|
- |
| 3.1(MANUFACTURE-Raw Material) |
- |
0 |
|
- |
| 3.2(MANUFACTURE-) |
- |
0 |
|
- |
| 3.3(Sacks) |
- |
0 |
|
- |
| 3.3.1(Sacks-Table 1) |
- |
0 |
|
- |
| 3.4(Liner) |
- |
0 |
|
- |
| 3.4.1(Liner) |
- |
0 |
|
- |
| 3.4.2(Lamination) |
- |
0 |
|
- |
| 3.5(Bottom Seam-(see IS 10789).) |
- |
0 |
|
- |
| 3.6.1(Bottom Seam-) |
- |
0 |
|
- |
| 3.7(Mouth of the Sack) |
- |
0 |
|
- |
| 3.8(Capacity- The sack shall have the nominal capacity of 50 kg.) |
- |
0 |
|
- |
| 4.2(UV Resistance) |
- |
0 |
|
- |
| 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.) |
- |
0 |
|
- |
| 4.3(Mass-(Annexure E)) |
- |
0 |
|
- |
| 3.6(Bottom Seam-The number of stitches/dm shall be 14 ± 2.) |
- |
0 |
|
- |
| 3.4(Liner-The thickness(A-2 of IS 2508) shall be 40 μm ± 10 percent in case of HMHDPE/
HDPE.) |
- |
0 |
|
- |
| 3.4(Liner-The thickness(A-2 of IS 2508) shall be 70 μm ± 10 percent in case of LDPE/LLDPE) |
- |
0 |
|
- |
| 3.5(Bottom Seam-The two rows of stitches shall be separated from each other by minimum 5 mm) |
- |
0 |
|
- |
| 3.6(Bottom Seam-the outer stitch shall be minimum 8 mm from the outer edge of the sacks.) |
- |
0 |
|
- |
| 3.4(Liner-The width of the loose liner shall be minimum 20 mm more
than the width of the sack.) |
- |
0 |
|
- |
| 3.4.2(Liner-The bottom seal of the loose liner shall be at least 25 mm from the bottom edge.) |
- |
0 |
|
- |
| 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.) |
- |
0 |
|
- |
| 4.1 , Table 1(REQUIREMENTS) |
- |
0 |
|
Dimensions (Inside length & width)-250
Ends per dm-250
Picks per dm-250
Mass of Sack (GSM)-500
Avg. Breaking Strength & Elongation at break of Fabric: Lengthwise-1350
widthwise-1100
Min. Breaking Strength of Bottom Seam-1350 |
| 3.1(MANUFACTURE-Raw Material- IS 10146 or IS 10910) |
- |
0 |
|
- |
| 3.1(MANUFACTURE-Raw Material) |
- |
0 |
|
- |
| 3.2(MANUFACTURE-) |
- |
0 |
|
- |
| 3.3(Sacks) |
- |
0 |
|
- |
| 3.3.1(Sacks-Table 1) |
- |
0 |
|
- |
| 3.4(Liner) |
- |
0 |
|
- |
| 3.4.1(Liner) |
- |
0 |
|
- |
| 3.4.2(Lamination) |
- |
0 |
|
- |
| 3.5(Bottom Seam-(see IS 10789).) |
- |
0 |
|
- |
| 3.6.1(Bottom Seam-) |
- |
0 |
|
- |
| 3.7(Mouth of the Sack) |
- |
0 |
|
- |
| 3.8(Capacity- The sack shall have the nominal capacity of 50 kg.) |
- |
0 |
|
- |
| 4.2(UV Resistance) |
- |
8260 |
|
UV Resistance(144 hrs)* (100x60+44x40), |
| 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 |
|
Avg. Breaking Strength & Elongation at break of Fabric after UV radiation & weathering, Length wise, Widthwise |
| 4.3(Mass-(Annexure E)) |
- |
250 |
|
Mass |
| 3.6(Bottom Seam-The number of stitches/dm shall be 14 ± 2.) |
- |
0 |
|
- |
| 3.4(Liner-The thickness(A-2 of IS 2508) shall be 40 μm ± 10 percent in case of HMHDPE/
HDPE.) |
- |
0 |
|
- |
| 3.4(Liner-The thickness(A-2 of IS 2508) shall be 70 μm ± 10 percent in case of LDPE/LLDPE) |
- |
0 |
|
- |
| 3.5(Bottom Seam-The two rows of stitches shall be separated from each other by minimum 5 mm) |
- |
0 |
|
- |
| 3.6(Bottom Seam-the outer stitch shall be minimum 8 mm from the outer edge of the sacks.) |
- |
0 |
|
- |
| 3.4(Liner-The width of the loose liner shall be minimum 20 mm more
than the width of the sack.) |
- |
0 |
|
- |
| 3.4.2(Liner-The bottom seal of the loose liner shall be at least 25 mm from the bottom edge.) |
- |
0 |
|
- |
| 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.) |
- |
0 |
|
- |
| 4.1 , Table 1(REQUIREMENTS) |
- |
4800 |
|
Dimensions (Inside length & width)-500
Ends per dm-250
Picks per dm-250
Mass of Sack (GSM)-500
Avg. Breaking Strength & Elongation at break of Fabric; Lengthwise-1350; widthwise-1100
Min. Breaking Strength of Bottom Seam-1350 |
|
31 Dec, 2026 |
-
- |
| 9935 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 10146 (1982) |
Specification for polyethylene for its safe use in contact with foodstuffs, pharmaceuticals and drinking water zy |
- |
2688 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Basic Resin -) |
- |
1050 |
|
- |
| 3.2(Material ) |
- |
0 |
|
- |
| 3.3(Pigments and Colourants ) |
- |
0 |
|
- |
| 3.4(Overall Migration) |
- |
2325 |
|
- |
|
31 Dec, 2026 |
-
Included w.e.f. 27-05-2022. |
| 9936 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 11066 (2014) |
Fibre ropes ¬– Polyester 3-, 4-, 8- and 12- strand ropes (second revision) |
- |
7250.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Designation) |
- |
2000.00 |
|
- |
| 5(General requirements) |
- |
2000.00 |
|
- |
| 5.1
Fig. 1 / Fig. 2 /
Fig. 3 / Fig. 4(Polyester ropes shall be made in one of the following constructions:) |
- |
0 |
|
- |
| 5.2
Cl.4 of IS/ISO 9554(Construction &manufacture) |
- |
600.00 |
|
- |
| 5.2
Cl.5 of IS/ISO 9555(Lay) |
- |
250.00 |
|
- |
| 5.2
Cl.7 of IS/ISO 9556(Labelling and Marking) |
- |
250.00 |
|
- |
| 5.2
Cl.8 of IS/ISO 9557(Packaging, invoicing and delivery lengths) |
- |
0 |
|
Test charge is already included in 5.2 cl.7 |
| 6
Table 1 / Table 2 / Table 3(Linear density) |
- |
500.00 |
|
- |
| 6
Table 1 / Table 2 / Table 3(Minimum breaking force
a) Unspliced ropes) |
- |
1100.00 |
|
- |
| 6
Table 1 / Table 2 / Table 4(Minimum breaking force
b) Ropes with eye-spliced
terminations) |
- |
0 |
|
Test charge is already included in clause number 6. Minimum breaking force a) Unspliced ropes |
| 6
Table 1 / Table 2 / Table 3(Minimum breaking force
a) Unspliced ropes) |
- |
0 |
|
Test charge is already included in clause number 6. Minimum breaking force a) Unspliced ropes |
| 6
Table 1 / Table 2 / Table 4(Minimum breaking force
b) Ropes with eye-spliced
terminations) |
- |
0 |
|
Test charge is already included in clause number 6. Minimum breaking force a) Unspliced ropes |
| 6
Table 1 / Table 2 / Table 3(Minimum breaking force
a) Unspliced ropes) |
- |
0 |
|
Test charge is already included in clause number 6. Minimum breaking force a) Unspliced ropes |
|
31 Dec, 2026 |
-
Included w.e.f. 27-05-2022. |
| 9937 |
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 |
-
- |
| 9938 |
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. |
| 9939 |
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 |
-
- |
| 9940 |
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 |
-
- |
| 9941 |
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. |
| 9942 |
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 |
-
- |
| 9943 |
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 |
-
- |
| 9944 |
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 |
| 9945 |
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 |
-
- |
| 9946 |
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. |
| 9947 |
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. |
| 9948 |
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. |
| 9949 |
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. |
| 9950 |
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 |
-
- |
| 9951 |
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 |
| 9952 |
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 |
| 9953 |
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 |
- |
- 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 |
| 9954 |
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 |
| 9955 |
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 |
- |
- 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 |
| 9956 |
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 |
| 9957 |
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 |
- |
- 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 |
| 9958 |
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) |
| 9959 |
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) |
- |
|
|
|
| 8 (LENGTHS) |
- |
|
|
|
| 9.1 (Tensile Test) |
- |
|
|
|
| 9.2 (Bend test) |
- |
|
|
|
| 9.3 (Retest) |
- |
|
|
|
|
- |
-
Test facilities are not available for the following:
1. Bend Test
2.Drift Test |
| 9960 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 5135 : Part 1 (1994) |
Specification for hand - Rotary duster: Part 1 belly - Mounted type (Second Revision) |
- |
- 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) |
- |
|
|
|
| 7.4 (Leakage) |
- |
|
|
|
| 8.0 (WORKMANSHIP AND FINISH) |
- |
|
|
|
|
- |
-
- |
