| 8131 |
BIS, Bengaluru Branch Laboratory (BNBL)
| IS 15500 : PART 6 (2021) |
Deepwell Handpumps, Components and Secial Tools — Specification Part 6 Handpumps |
- |
-
|
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Fig. 6.1 (Brass Liner) |
- |
|
|
|
| Fig. 6.2 ("Plunger Yoka Body
(for SDWP, EDWP, VLOM 65 and FLP)") |
- |
|
|
|
| Fig. 6.3 (Upper Valve (for SDWP, EDWP, VLOM 65 and FLP)) |
- |
|
|
|
| Fig. 6.4 (" Bucket Spacer-Standard
(for SDWP, EDWP, VLOM 65 and FLP)") |
- |
|
|
|
| Fig. 6.4 (" Bucket Spacer-Standard
(for SDWP, EDWP, VLOM 65 and FLP)") |
- |
|
|
|
| Fig. 6.4 (" Bucket Spacer-Standard
(for SDWP, EDWP, VLOM 65 and FLP)") |
- |
|
|
|
| Fig. 6.4 (" Bucket Spacer-Standard
(for SDWP, EDWP, VLOM 65 and FLP)") |
- |
|
|
|
| Fig. 6.4 (" Bucket Spacer-Standard
(for SDWP, EDWP, VLOM 65 and FLP)") |
- |
|
|
|
| Fig. 6.4 (" Bucket Spacer-Standard
(for SDWP, EDWP, VLOM 65 and FLP)") |
- |
|
|
|
| Fig. 6.4 (" Bucket Spacer-Standard
(for SDWP, EDWP, VLOM 65 and FLP)") |
- |
|
|
|
| Fig. 6.5 ("Bucket Spacer-Lower
(for EDWP)") |
- |
|
|
|
| Fig. 6.5 ("Bucket Spacer-Lower
(for EDWP)") |
- |
|
|
|
| Fig. 6.5 ("Bucket Spacer-Lower
(for EDWP)") |
- |
|
|
|
| Fig. 6.5 ("Bucket Spacer-Lower
(for EDWP)") |
- |
|
|
|
| Fig. 6.5 ("Bucket Spacer-Lower
(for EDWP)") |
- |
|
|
|
| Fig. 6.6 (Follower (SDWP and FLP)) |
- |
|
|
|
| Fig. 6.7 (Follower-EDW) |
- |
|
|
|
| Fig. 6.11 ("Rubber Seat Retainer
(for SDWP, EDWP & FLP)") |
- |
|
|
|
| Fig. 6.12 ("Check Valve Seat-Standard
(for SDWP & EDWP)") |
- |
|
|
|
| Fig. 6.13 (Check Valve Seat-VLOM 65) |
- |
|
|
|
| Fig. 6.13 (Check Valve Seat-VLOM 65) |
- |
|
|
|
|
Partial
|
|
- |
-
Exclusion
Material Testing. |
| 8132 |
BIS, Bengaluru Branch Laboratory (BNBL)
| IS 15500 : PART 5 (2021) |
Deepwell Handpumps, Components and Secial Tools — Specification Part 5 Handpumps |
- |
-
|
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Fig. 5.1 (Cylinder Body-Standard (for SDWP and FLP)) |
- |
|
|
|
| Fig. 5.1 (Cylinder Body-Standard (for SDWP and FLP)) |
- |
|
|
|
| Fig. 5.2 (Cylinder Body-Long (for EDWP and VLOM 65)) |
- |
|
|
|
| Fig. 5.2 (Cylinder Body-Long (for EDWP and VLOM 65)) |
- |
|
|
|
| Fig. 5.3 (Cylinder Body-VLOM 50) |
- |
|
|
|
| Fig. 5.3 (Cylinder Body-VLOM 50) |
- |
|
|
|
| Fig. 5.4 ("Reducer Cap
(for SDWP, EDWP and FLP)") |
- |
|
|
|
| Fig. 5.4 ("Reducer Cap
(for SDWP, EDWP and FLP)") |
- |
|
|
|
| Fig. 5.5 B ("Cylinder Caps-VLOM 65
(for SDWP and EDWP)") |
- |
|
|
|
| Fig. 5.6 A (Cylinder Caps-VLOM 50) |
- |
|
|
|
| Fig. 5.6 B (Cylinder Caps-VLOM 50) |
- |
|
|
|
|
Partial
|
|
- |
-
Exclusion
Material Testing. |
| 8133 |
Allumera Engineering Solutions Pvt ltd
| IS 16714 (2018) |
Ground granulated blast furnace slag for use in cement, mortar and concrete - Specification |
all |
-
|
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 and Table 2 i(Fineness
IS 4031 (Part 2)) |
- |
1000 |
|
- |
| 6 and Table 2 ii a(Slag activity index -7 days) |
- |
1350 |
|
- |
| 6 and Table 2 ii b(Slag activity index -28 days) |
- |
1500 |
|
- |
| Clause 5.1(Manganese oxide (MnO)) |
- |
950 |
|
- |
| Clause 5.1(Magnesium oxide (MgO)) |
- |
950 |
|
- |
| Clause 5.1(Sulphide sulphur (S)) |
- |
950 |
|
- |
| Clause 5.1(Sulphate (as SO3),) |
- |
700 |
|
- |
| Clause 5.1(Insoluble residue) |
- |
750 |
|
- |
| Clause 5.1(Chloride content) |
- |
750 |
|
- |
| Clause 5.1(Loss on ignition) |
- |
750 |
|
- |
| Clause 5.1((CaO+MgO+1/3AlO3)/( SiO2 +2/3 AlO3)) |
- |
1350 |
|
- |
| Clause 5.1((CaO+MgO+Al2O3)/ SiO2) |
- |
1350 |
|
- |
| Clause 5.1((CaO+CaS+1/2 MgO+Al2O3)/ (SiO2+ MnO)) |
- |
1000 |
|
- |
|
Complete
|
|
13 Dec, 2026 |
-
- |
| 8134 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 11652 (2017) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
All |
-
|
7913 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2
(Fabric) |
- |
1050 |
|
-- |
| 4.2
(Fabric) |
- |
250 |
|
-- |
| 4.3(Sacks) |
- |
300 |
|
-- |
| 4.4(Seam) |
- |
250 |
|
-- |
| 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 The stitching shall be done with double fold over seam to) |
- |
1100 |
|
-- |
| 4.7(Valve for Filling of Sacks) |
- |
250 |
|
-- |
| 4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
400 |
|
-- |
| 4.5(Lamination ) |
- |
500 |
|
-- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) gusseted type 71 + 6%) |
- |
500 |
|
-- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): -1969 (Part 1) a) Lengthwise , 900 (91.8) ) |
- |
2200 |
|
-- |
| 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 |
|
-- |
| 4.4(Seam) |
- |
2200 |
|
-- |
| 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 |
|
-- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) a) Lengthwise 15 to 25) |
- |
1100 |
|
-- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) b) Widthwise 15 to 25) |
- |
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, 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 b) Accelerated Weathering - Annex F ) |
- |
2200 |
|
-- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8135 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 14968 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing 50 Kg/25 kg sugar – Specification (first revision) |
All |
-
|
17268 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) |
- |
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)) |
- |
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 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 ) |
- |
10180 |
|
-- |
| 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 ) |
- |
2200 |
|
-- |
| 5.2 and Table 1 x(Ash content ) |
- |
950 |
|
-- |
| 4.3.2(Mouth) |
- |
300 |
|
-- |
| 4.4(Liner
IS 10146 or IS 10910.) |
- |
1700 |
|
-- |
| 4.4(Mass of the loose liner ) |
- |
500 |
|
-- |
| 4.4(Width of the loose liner) |
- |
250 |
|
-- |
| 4.4(Length of the line) |
- |
0 |
|
-- |
| 4.4.1(Liner) |
- |
300 |
|
-- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8136 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 14735 (1999) |
Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System - |
All |
-
|
8131 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Colour of fittings) |
- |
300 |
|
-- |
| 7.1,Table 1(Wall thickness) |
- |
500 |
|
-- |
| 8(Sealing Rings) |
- |
375 |
|
-- |
| 10(Workmanship) |
- |
300 |
|
-- |
| 11(Design requirements) |
- |
250 |
|
-- |
| 11.2(Socket and spigot configeration) |
- |
250 |
|
-- |
| 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) |
- |
1100 |
|
-- |
| 17(Watet tightness of joint) |
- |
850 |
|
-- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
500 |
|
-- |
| 7.3(Dimensions of waste trap(Nahani Trap) |
- |
500 |
|
-- |
| 11.5,Table 6(Pipe Clips) |
- |
500 |
|
-- |
| 11.4,Table 5(Vent cowl) |
- |
500 |
|
-- |
| 11.1(Solvent cement type or Rubber ring type) |
- |
375 |
|
-- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8137 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| 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 |
-
|
12725 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
300 |
|
- |
| Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
1100 |
|
- |
| Cl.7.1(Mean 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.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) |
- |
3500 |
|
- |
| 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.) |
- |
2700 |
|
- |
| 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.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
700 |
|
- |
| Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane) |
- |
1000 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8138 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 14611 (2016) |
Multilayered cross laminated sheets/tarpaulins/covers/agricultural films - Specification (First Revision) |
All |
-
|
33599 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.1(Workmanship) |
- |
250 |
|
- |
| Cl. 6.2(Substance) |
- |
250 |
|
- |
| Cl. 6.4(water proofness test) |
- |
1000 |
|
- |
| Cl. 6.5(Strenght of joints/seams) |
- |
1100 |
|
- |
| Cl. 6.6(Flex test) |
- |
9000 |
|
- |
| Cl. 6.7(Ease of in-situ Repair) |
- |
250 |
|
- |
| Cl. 7.1(Eyelets and rope lashing) |
- |
250 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. ii (a)(Tensile strenght, Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speed 500 mm/min, Grade- XLN Extra light) |
- |
2200 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. ii (a)(Tensile strenght, Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speed 500 mm/min, Grade- LN light) |
- |
2200 |
|
- |
| Cl. 6.3(Accelerated ageing test) |
- |
4200 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- XLN Extra light) |
- |
2200 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (b)(Tear strenght, Annex-F, Grade- XLN Extra light) |
- |
2200 |
|
- |
| Table1 - v)(Dart Impact Strength) |
- |
850 |
|
- |
| Table1 - vi)(Average Tensile Strength & Elongation at Break after Exposing to UV Radiation & Weathering) |
- |
10180 |
|
- |
| Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- XLN Extra light) |
- |
2200 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8139 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 9755 (2016) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing fertilizers – Specification (fifth revision) |
All |
-
|
20605 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(MANUFACTURE-Raw Material) |
- |
1050 |
|
-- |
| 3.2(MANUFACTURE-) |
- |
250 |
|
-- |
| 3.2(MANUFACTURE) |
- |
500 |
|
-- |
| 3.3(Sacks) |
- |
300 |
|
-- |
| 3.4(Liner) |
- |
1050 |
|
-- |
| 3.4.1(Liner) |
- |
250 |
|
-- |
| 3.4.1(Liner) |
- |
200 |
|
-- |
| 3.4.2(Lamination) |
- |
300 |
|
-- |
| 3.4.2(Lamination) |
- |
250 |
|
-- |
| 3.5(Bottom Seam-(see IS 10789).) |
- |
250 |
|
-- |
| 3.5(Bottom Seam-(see IS 10789).) |
- |
1050 |
|
-- |
| 3.7(Mouth of the Sack) |
- |
250 |
|
-- |
| 3.8(Capacity- The sack shall have the nominal capacity of 50 kg.) |
- |
250 |
|
-- |
| 4.1 , Table 1(REQUIREMENTS) |
- |
250 |
|
-- |
| 4.1 , Table 1(REQUIREMENTS) |
- |
1000 |
|
-- |
| 4.2(UV Resistance) |
- |
2200 |
|
-- |
| 4.2(UV Resistance) |
- |
1100 |
|
-- |
| 4.2(UV Resistance) |
- |
10180 |
|
-- |
| 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)) |
- |
950 |
|
-- |
| 4.3(Mass-(Annexure E)) |
- |
250 |
|
-- |
| 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.) |
- |
250 |
|
-- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8140 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 14252 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
All |
-
|
16903 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Raw Material) |
- |
1050 |
|
- |
| 3.2(Tapes – Width
) |
- |
250 |
|
- |
| 3.2(Tapes – Linear Density
) |
- |
500 |
|
- |
| 3.4(Sack) |
- |
250 |
|
- |
| 4.1 and Table 1 i a(Dimensions Outside Length) |
- |
250 |
|
- |
| 4.1 and Table 1 i b(Dimensions Outside Width) |
- |
0 |
|
- |
| 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
) |
- |
300 |
|
- |
| 4.1 and Table 1 v a(Average breaking strength of fabric Warpway
) |
- |
1100 |
|
- |
| 4.1 and Table 1 v b(Average breaking strength of fabric Weftway
) |
- |
1100 |
|
- |
| 4.1 and Table 1 vi(Average Breaking strength of bottom seam ) |
- |
1100 |
|
- |
| 4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise) |
- |
0 |
|
- |
| 4.1 and Table 1 vii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
- |
| 4.1 and Table 1 viii(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
10180 |
|
- |
| 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 |
|
- |
| 4.1 and Table 1 ix(Ash content ) |
- |
950 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8141 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 16208 (2015) |
Textiles - High density polyethylene (HDPE)/polypropylene (PP) woven sacks for packaging 10 kg, 15 kg, 20 kg, 25 kg and 30 kg foodgrains - Specification |
All |
-
|
17155 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(Sacks) |
- |
300 |
|
- |
| 4.4 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 ) |
- |
250 |
|
- |
| 5.2 and Table 1 iv(Picks per dm ) |
- |
250 |
|
- |
| 5.1 and Table 1 v(Mass of sack ) |
- |
250 |
|
- |
| 5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise ) |
- |
1100 |
|
- |
| 5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise ) |
- |
1100 |
|
- |
| 5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise) |
- |
0 |
|
- |
| 5.2 and Table 1 viii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
- |
| 5.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1100 |
|
- |
| 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 vi a(Average breaking strength of fabric Lengthwise ) |
- |
1100 |
|
- |
| 5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise ) |
- |
1100 |
|
- |
| 5.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8142 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
All |
-
|
31869 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.2(Colour) |
- |
250 |
|
- |
| 6.2.1(6.1.1 Identification Stripes) |
- |
250 |
|
- |
| 7.2(Length) |
- |
0 |
|
- |
| 7.4 table -3 & 4(6.1 Dimensions) |
- |
500 |
|
- |
| 8.5 (Oxidation Induction Time) |
- |
2200 |
|
- |
| 6, 6.1(PIPE DESCRIPTION) |
- |
300 |
|
- |
| 8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
21400 |
|
- |
| 8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
1600 |
|
- |
| 8.2(Longitudinal Reversion Test) |
- |
900 |
|
- |
| 8.3(Carbon black) |
- |
1625 |
|
- |
| 8.4( Melt Flow Rate) |
- |
1100 |
|
- |
| 8.6(Overall migration) |
- |
2000 |
|
- |
| 8.7(Density) |
- |
500 |
|
- |
| 8.8(Tensile Strength for Butt-fusion) |
- |
1600 |
|
- |
| 8.9 table-6(Elongation at Break) |
- |
1600 |
|
- |
| 8.10(Slow Crack Growth Rate) |
- |
6000 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
Up to 355mm. |
| 8143 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 14887 (2014) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
50kg |
-
|
17155 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.2(Tapes – Width and Thickness
( IS 6192/IS 11197)) |
- |
250 |
|
- |
| 3.3.1(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 ) |
- |
250 |
|
- |
| 5.2 and Table 1 iv(Picks per dm ) |
- |
250 |
|
- |
| 4.2 and Table 1 v(Mass of sack ) |
- |
300 |
|
- |
| 4.2 and Table 1 vi(Average breaking strength of fabric ) |
- |
2200 |
|
- |
| 4.2 and Table 1 viii(Elongation at break of fabric ) |
- |
0 |
|
- |
| 4.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
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 ) |
- |
10180 |
|
- |
| 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 ) |
- |
2200 |
|
- |
| 4.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
| 3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
500 |
|
- |
| 3.2(Tapes – Tenacity (IS 6192/IS 11197)) |
- |
250 |
|
- |
| 3.2(Tapes – Elongation at point of rupture
(IS 6192/IS 11197)) |
- |
1100 |
|
- |
| 3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192)) |
- |
1400 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8144 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 14151 : Part 2 (2008) |
Irrigation equipment - Sprinkler pipes - Specification: Part 2 quick coupled polyethylene pipes and fittings (Second Revision) |
All |
-
|
30419 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.2.1 (Visual and Workmanship Requirement) |
- |
300 |
|
- |
| 4.1 .1.2.1(HDPE couplers) |
- |
1000 |
|
- |
| 4.1 .1.2.2(HDPE couplers) |
- |
2200 |
|
- |
| Cl.4.1(Quick Coupled Male and Female Couplers) |
- |
925 |
|
- |
| Cl.4.1(Quick Coupled Male and Female Couplers) |
- |
3500 |
|
- |
| 4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3)) |
- |
0 |
|
- |
| 3(QUICK COUPLED PIPES) |
- |
19175 |
|
- |
| Cl.4.1.3(Workmanship and appearance ) |
- |
1050 |
|
- |
| 4.1.4(a)(Holding Attachments for Coupler Parts) |
- |
300 |
|
- |
| Cl 4.1.5(Rubber rings- A)Shore hardness (Shore-A)) |
- |
375 |
|
- |
| Cl 4.1.5(Rubber rings- B) Change in hardness) |
- |
375 |
|
- |
| 4.1.5(Rubber Ring) |
- |
4200 |
|
- |
| 6.1.1, 6.1.1.1(Leakage Test) |
- |
850 |
|
- |
| 6.1.2, 6.1.2.1( Hydraulic Proof Test) |
- |
850 |
|
- |
| 6.1.3, 6.1.3.1(Weldability Test) |
- |
6400 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
for HDPE couplers & fittings only |
| 8145 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 4985 (2000) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
All |
-
|
20319 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7(DIMENSIONS-PIPE-Nominal Diameter) |
- |
500 |
|
-- |
| 10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
300 |
|
-- |
| 10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
575 |
|
-- |
| 10.1(Colour) |
- |
0 |
|
-- |
| 10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
0 |
|
-- |
| 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 |
|
-- |
| Clause 10.7(Sulphated Ash Content) |
- |
950 |
|
-- |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
11000 |
|
-- |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring
Sockets) |
- |
5000 |
|
-- |
| 11.2(Resistance to External Blows at 0°C) |
- |
1400 |
|
-- |
| 10.3(Effect on Water) |
- |
3000 |
|
-- |
| 7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
0 |
|
-- |
| 7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
0 |
|
-- |
| 7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
0 |
|
-- |
| 7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
0 |
|
-- |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
0 |
|
-- |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
0 |
|
-- |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
0 |
|
-- |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
0 |
|
-- |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
0 |
|
-- |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
850 |
|
-- |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring
Sockets) |
- |
850 |
|
-- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8146 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 10889 (2004) |
High density polyethylene films (First Revision) |
Grade-1 & 2 |
-
|
5850 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Materials) |
- |
1600 |
|
500 density + 1100 MFI |
| 5.2(Black Compound) |
- |
1625 |
|
925 CBC + 700 CBD |
| 6.1.1(Appearance) |
- |
100 |
|
-- |
| 6.1.2(Film Form) |
- |
100 |
|
-- |
| 6.1.3(Odour ) |
- |
100 |
|
-- |
| 6.1.4(Density) |
- |
500 |
|
-- |
| 6.1.5(Melt Flow Rate) |
- |
1100 |
|
-- |
| 6.1.6(Black Film) |
- |
1625 |
|
925 CBC + 700 CBD |
| 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 |
|
MD & TD |
| 6.4.2(Elongation at Break) |
- |
0 |
|
-- |
| 6.4.3(Impact Resistance (Falling Dart)) |
- |
850 |
|
-- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8147 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
All |
-
|
7431 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1.a (Potyethylene - higher olefins constituent ) |
- |
1050 |
|
- |
| 4.1.c.ii (Toluene extract - Annex A) |
- |
1100 |
|
- |
| 4.1.c.iii (Volatile matter - Annex B ) |
- |
700 |
|
- |
| 4.1.c.i (Density) |
- |
1125 |
|
- |
| 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 |
|
- |
| 5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
250 |
|
- |
| 6.1(Visual Appearance) |
- |
300 |
|
- |
| 7.1(Hydraulic Characteristics) |
- |
4000 |
|
- |
| 7.2(Reversion Test) |
- |
1000 |
|
- |
| 7.3(Tensile Test) |
- |
1350 |
|
- |
| 7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
1200 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8148 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
Capacity upto 1000 litre |
-
|
13850 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2.3(Carbon Black Content ) |
- |
1850 |
|
925 Tank + 925 Lid |
| 4.2.3(Carbon Dispersion Test) |
- |
1400 |
|
700 Tank + 700 Lid |
| 5(Types and Features ) |
- |
0 |
|
-- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
-- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
500 |
|
-- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
-- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
500 |
|
-- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
500 |
|
-- |
| 5.3(Types and Features ) |
- |
600 |
|
300 Tank + 300 Lid |
| 5.4(Wall Thickness above effective height) |
- |
500 |
|
250 + 250 outer layer |
| 6.1(Finish) |
- |
300 |
|
-- |
| 7.1.1(Resistance to Deformation) |
- |
700 |
|
-- |
| 7.2(Resistance to Impact) |
- |
1100 |
|
-- |
| 7.4(Tensile Strength) |
- |
1350 |
|
1100 + 250 specimen charges |
| 7.5(Flexural Modulus) |
- |
1600 |
|
1100 + 500 Specimen charges |
| 7.6(overall Migration) |
- |
2200 |
|
1700 + 500 Specimen charges |
| 9.1(Man-Hole and Hand-Hole Lids) |
- |
1050 |
|
-- |
| 9.1(Lid Thickness) |
- |
250 |
|
-- |
| 9.2.1(Man-Hole and Hand-Hole Lids) |
- |
400 |
|
-- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
250 |
|
-- |
| 7.1.2(Resistance to Deformation) |
- |
700 |
|
-- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8149 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 14333 (1996) |
High Density Polyethylene Pipe For Sewerage - |
All |
-
|
8681 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Colour) |
- |
300 |
|
- |
| 6(Dimensions of pipes) |
- |
250 |
|
- |
| 7(Visual Appearance) |
- |
300 |
|
- |
| 8.1(Hydraulic characteristics) |
- |
6400 |
|
- |
| 8.2(Reversion) |
- |
1000 |
|
- |
| 8.3(Density) |
- |
500 |
|
- |
| 8.4(Melt Flow Rate) |
- |
1100 |
|
- |
| Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
925 |
|
- |
| Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
700 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8150 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 14151 : Part 1 (1999) |
Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision) |
All |
-
|
14519 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.) |
- |
1100 |
|
- |
| 4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.) |
- |
1125 |
|
- |
| Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
1625 |
|
- |
| 5.1 table -1(DIMENSIONS OF PIPES) |
- |
500 |
|
- |
| 6.1(VISUAL APPEARANCE) |
- |
300 |
|
- |
| 7.1 Table -2(Hydraulic Characteristics) |
- |
6400 |
|
- |
| 7.2(Reversion Test) |
- |
1000 |
|
- |
| 7.3(Tensile Test) |
- |
1350 |
|
- |
| 7.4table-2(Fusion Compatibility Test) |
- |
6400 |
|
- |
| 7.5(Density) |
- |
500 |
|
- |
| 7.6(Melt now Rate (MFR)) |
- |
1100 |
|
- |
|
Complete
|
|
16 May, 2028 |
-
- |
| 8151 |
Central Institute of Petrochemicals Engineering and Technology (CIPET), BADDI
| IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
Type I & Type II |
-
|
13531 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1)) |
- |
1100 |
|
-- |
| 5.1.1(Appearance) |
- |
100 |
|
-- |
| 5.1.2(Film Form) |
- |
100 |
|
-- |
| 5.1.3(Odour) |
- |
100 |
|
-- |
| 5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
500 |
|
-- |
| 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)) |
- |
1350 |
|
1100 + 250(Specimen Charges) |
| 6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
1100 |
|
-- |
| 6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300 |
|
-- |
| 6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) ) |
- |
0 |
|
-- |
| 6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) ) |
- |
0 |
|
-- |
| 6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) ) |
- |
1000 |
|
-- |
| 6.1, Table 1(Tear resistence. A) Machine direction Annex B) |
- |
1000 |
|
750 + 250 (Specimen Charges) |
| 6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
750 |
|
-- |
| 7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) ) |
- |
1350 |
|
1100 + 250(Specimen Charges) |
| 7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) ) |
- |
1100 |
|
-- |
| 7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300 |
|
-- |
| 7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) ) |
- |
0 |
|
-- |
| 7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) ) |
- |
0 |
|
-- |
| 7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) ) |
- |
1000 |
|
-- |
| 8.1, Table 3(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
-- |
| 8.1, Table 3(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
-- |
| 8.1, Table 3(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
-- |
| 8.1, Table 3(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
-- |
| 8.1, Table 3(Tear resistance , Annex B) |
- |
0 |
|
-- |
| 8.1, Table 3(Puncture resistance , Annex C) |
- |
0 |
|
-- |
| 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 |
|
-- |
| 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 |
|
-- |
| 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 |
|
-- |
| 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 |
|
-- |
| 9.1, Table 4(Tear resistance , Annex B) |
- |
0 |
|
-- |
| 9.1, Table 4(Puncture resistance , Annex C) |
- |
0 |
|
-- |
| Clause 5.2.3(Tolerance on Width) |
- |
0 |
|
-- |
|
Complete
|
|
16 May, 2028 |
-
for Type I &II only |
| 8152 |
Allumera Engineering Solutions Pvt ltd
| IS 455 (2015) |
Portland slag cement - Specification |
PSC |
-
|
19750 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
2000 |
|
- |
| 6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985) |
- |
2000 |
|
- |
| 6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
- |
1600 |
|
- |
| 6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
2000 |
|
- |
| 6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985) |
- |
1650 |
|
- |
| 6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1250 |
|
- |
| 6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2500 |
|
- |
| 7 Table 1 i(Fineness
IS 4031(Part 2)) |
- |
1000 |
|
- |
| 7 Table 1 ii a(Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
1000 |
|
- |
| 7 Table 1 ii b(Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
1600 |
|
- |
| 7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
550 |
|
- |
| 7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
550 |
|
- |
| 7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
1450 |
|
- |
| 7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
1650 |
|
- |
| 7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
1850 |
|
- |
| 7 Table 1 v(Transverse strength (optional)
IS 4031(Part 8) ) |
- |
3500 |
|
- |
| 11.3(Consistency(IS:4031(Pt-4)-1988) |
- |
600 |
|
- |
|
Complete
|
|
13 Dec, 2026 |
-
Exclusion: Cl.7 Table-2 (v) (Transverse Strength) |
| 8153 |
Allumera Engineering Solutions Pvt ltd
| IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
Portland Pozzolana Cement- Fly Ash Based |
-
|
22500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 -Table 2- i(Fineness 4031 Part 2) |
- |
1750 |
|
- |
| 7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1500 |
|
- |
| 7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1600 |
|
- |
| 7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
1500 |
|
- |
| 7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
1500 |
|
- |
| 7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1500 |
|
- |
| 7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1650 |
|
- |
| 7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1700 |
|
- |
| 7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
3500 |
|
- |
| 7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
3500 |
|
- |
| 6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
1200 |
|
- |
| 6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
2000 |
|
- |
| 6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
1500 |
|
- |
| 11(MARKING) |
- |
500 |
|
- |
|
Complete
|
|
13 Dec, 2026 |
-
Exclusion: Cl.7 Table-2 (v) (Transverse Strength) |
| 8154 |
Alpha Test House Services LLP
| IS 278 (2009) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
- |
-
|
4500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Type A/Type B) |
- |
100 |
|
- |
| 5 Table-1(Sizes Diameter of Line wire) |
- |
100 |
|
- |
| 5 Table-1(Sizes Diamater of Point wire) |
- |
100 |
|
- |
| 5 Table-1(Sizes Mass of Completed barbed wire) |
- |
100 |
|
- |
| 5 Table-1(Sizes Distance between two barbs) |
- |
100 |
|
- |
| 7.1(Manufacture) |
- |
50 |
|
- |
| 7.2(Manufacture) |
- |
50 |
|
- |
| 7.3(Manufacture) |
- |
50 |
|
- |
| 8(CHROMATING) |
- |
200 |
|
- |
| 9.1(Freedom from defects) |
- |
50 |
|
- |
| 9.2(Freedom from defects) |
- |
100 |
|
- |
| 12.1(Tensile Strength) |
- |
450 |
|
- |
| 12.1(Breaking load) |
- |
450 |
|
- |
| 12.2.1(Mass of zinc coating (line wire)) |
- |
300 |
|
- |
| 12.2.2(Mass of zinc coating (point wire)) |
- |
200 |
|
- |
| 12.2(Uniformity of zinc coating) |
- |
100 |
|
- |
| 12.3(Ductility) |
- |
300 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
200 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
| Cl. 7.2(Cut Angle) |
- |
100 |
|
- |
| Cl. 7.2(Length of Barbs) |
- |
100 |
|
- |
| Cl. 7.2(Finishing of Barbs) |
- |
100 |
|
- |
| Cl. 7.1(General) |
- |
100 |
|
- |
| 4(Type A/Type B) |
- |
100 |
|
- |
| 5 Table-1(Sizes Diameter of Line wire) |
- |
100 |
|
- |
| 5 Table-1(Sizes Diamater of Point wire) |
- |
100 |
|
- |
| 5 Table-1(Sizes Mass of Completed barbed wire) |
- |
100 |
|
- |
| 5 Table-1(Sizes Distance between two barbs) |
- |
100 |
|
- |
| 7.1(Manufacture) |
- |
50 |
|
- |
| 7.2(Manufacture) |
- |
50 |
|
- |
| 7.3(Manufacture) |
- |
50 |
|
- |
| 8(CHROMATING) |
- |
200 |
|
- |
| 9.1(Freedom from defects) |
- |
50 |
|
- |
| 9.2(Freedom from defects) |
- |
100 |
|
- |
| 12.1(Tensile Strength) |
- |
450 |
|
- |
| 12.1(Breaking load) |
- |
450 |
|
- |
| 12.2.1(Mass of zinc coating (line wire)) |
- |
300 |
|
- |
| 12.2.2(Mass of zinc coating (point wire)) |
- |
200 |
|
- |
| 12.2(Uniformity of zinc coating) |
- |
100 |
|
- |
| 12.3(Ductility) |
- |
300 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
200 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
| Cl. 7.2(Cut Angle) |
- |
100 |
|
- |
| Cl. 7.2(Length of Barbs) |
- |
100 |
|
- |
| Cl. 7.2(Finishing of Barbs) |
- |
100 |
|
- |
| Cl. 7.1(General) |
- |
100 |
|
- |
| 4(Type A/Type B) |
- |
100 |
|
- |
| 5 Table-1(Sizes Diameter of Line wire) |
- |
100 |
|
- |
| 5 Table-1(Sizes Diamater of Point wire) |
- |
100 |
|
- |
| 5 Table-1(Sizes Mass of Completed barbed wire) |
- |
100 |
|
- |
| 5 Table-1(Sizes Distance between two barbs) |
- |
100 |
|
- |
| 7.1(Manufacture) |
- |
50 |
|
- |
| 7.2(Manufacture) |
- |
50 |
|
- |
| 7.3(Manufacture) |
- |
50 |
|
- |
| 8(CHROMATING) |
- |
200 |
|
- |
| 9.1(Freedom from defects) |
- |
100 |
|
- |
| 9.2(Freedom from defects) |
- |
500 |
|
- |
| 12.1(Tensile Strength) |
- |
450 |
|
- |
| 12.1(Breaking load) |
- |
450 |
|
- |
| 12.2.1(Mass of zinc coating (line wire)) |
- |
300 |
|
- |
| 12.2.2(Mass of zinc coating (point wire)) |
- |
200 |
|
- |
| 12.2(Uniformity of zinc coating) |
- |
100 |
|
- |
| 12.3(Ductility) |
- |
300 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
200 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
| Cl. 7.2(Cut Angle) |
- |
50 |
|
- |
| Cl. 7.2(Length of Barbs) |
- |
50 |
|
- |
| Cl. 7.2(Finishing of Barbs) |
- |
50 |
|
- |
| Cl. 7.1(General) |
- |
50 |
|
- |
| 4(Type A/Type B) |
- |
- |
|
- |
| 5 Table-1(Sizes Diameter of Line wire) |
- |
- |
|
- |
| 5 Table-1(Sizes Diamater of Point wire) |
- |
- |
|
- |
| 5 Table-1(Sizes Mass of Completed barbed wire) |
- |
- |
|
- |
| 5 Table-1(Sizes Distance between two barbs) |
- |
- |
|
- |
| 7.1(Manufacture) |
- |
- |
|
- |
| 7.2(Manufacture) |
- |
- |
|
- |
| 7.3(Manufacture) |
- |
- |
|
- |
| 8(CHROMATING) |
- |
- |
|
- |
| 9.1(Freedom from defects) |
- |
- |
|
- |
| 9.2(Freedom from defects) |
- |
- |
|
- |
| 12.1(Tensile Strength) |
- |
- |
|
- |
| 12.1(Breaking load) |
- |
- |
|
- |
| 12.2.1(Mass of zinc coating (line wire)) |
- |
- |
|
- |
| 12.2.2(Mass of zinc coating (point wire)) |
- |
- |
|
- |
| 12.2(Uniformity of zinc coating) |
- |
- |
|
- |
| 12.3(Ductility) |
- |
- |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
- |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
- |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
- |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
- |
|
- |
| Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
- |
|
- |
| Cl. 7.2(Cut Angle) |
- |
- |
|
- |
| Cl. 7.2(Length of Barbs) |
- |
- |
|
- |
| Cl. 7.2(Finishing of Barbs) |
- |
- |
|
- |
| Cl. 7.1(General) |
- |
- |
|
- |
|
Complete
|
|
31 Dec, 2026 |
-
- |
| 8155 |
DELHI TEST HOUSE, Azadhpur
| IS 4199 (2001) |
Toilet soap, liquid - Specification (Third Revision) |
- |
-
|
5300 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4.1(Description) |
- |
500 |
|
5300/- |
| Cl.4.3(Sedimentation) |
- |
800 |
|
5300/- |
| Cl.4.5.1(Phenolic substances such as cresylic acid, if added) |
- |
800 |
|
5300/- |
| Cl.4.6, 6.3.1 - Table 1 - Sl. No.i)(Total fatty matter) |
- |
800 |
|
5300/- |
| Cl.4.6, 6.3.1 - Table 1 - Sl. No.ii)(Matter insoluble in alcohol) |
- |
800 |
|
5300/- |
| Cl.4.6, 6.3.1 - Table 1 - Sl. No.iii)(Free caustic Alkali, as K2O) |
- |
800 |
|
5300/- |
| Cl.4.6, 6.3.1 - Table 1 - Sl. No.iv)(Synthetic detergent) |
- |
800 |
|
5300/- |
|
Complete
|
|
- |
-
Included w.e.f.13-05-2022
Exclusion:
Cl 4.7.2.2 (Dermatological Safety(Requirement for ECO MARK))
Cl 4.7.2.1 (Phosphate (Requirement for ECO MARK))
Cl 4.7.2.1 (Synthetic detergent (Requirement for ECO MARK)) |
| 8156 |
DELHI TEST HOUSE, Azadhpur
| IS 2888 (2004) |
Toilet soap - Specification (Third Revision) |
- |
-
|
6900 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.3(Phenolic substances, IS 286) |
- |
800 |
|
6900/- |
| 5.5, Table-1 (ii), Grade-1, Gr-2 & Gr-3(Rosin acids, percent by mass of total fatty matter, IS 286 ) |
- |
800 |
|
800/- |
| 5.5, Table-1 (iii), Grade-1, Gr-2 & Gr-3(Free caustic alkali, as sodium hydroxide (NaOH), IS 286) |
- |
800 |
|
800/- |
| 5.5, Table-1 (iv), Grade-2 & Grade-3(Matter insoluble in alcohol, IS 286) |
- |
800 |
|
800/- |
| 5.5, Table-1 (v), Grade-1, Grade-2 & Grade-3(Chloride (as sodium chloride), IS 286) |
- |
800 |
|
800/- |
| 5.5, Table-1 (vi), Grade-1, Grade-2 & Grade-3(Free carbonated alkali) |
- |
800 |
|
800/- |
| 5.5, Table-1 (vii), Grade-3(Lather) |
- |
800 |
|
800/- |
| 5.5, Table-1 (vii), Grade-2(Lather) |
- |
800 |
|
800/- |
| 5.5, Table-1 (vii), Grade-1(Lather) |
- |
800 |
|
800/- |
|
Complete
|
|
- |
-
Included w.e.f.13-05-2022
Exclusion: Cl 5.3 Ingredients (Phenolic substances) |
| 8157 |
Allumera Engineering Solutions Pvt ltd
| IS 3812 (Part 1) (2013) |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
pozzolonic use in cement nortar & concrete |
-
|
18000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727) |
- |
2000 |
|
- |
| Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727) |
- |
2000 |
|
- |
| Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B) |
- |
2500 |
|
- |
| Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727) |
- |
1500 |
|
- |
| Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727) |
- |
750 |
|
- |
| Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C) |
- |
1550 |
|
- |
| Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032) |
- |
1000 |
|
- |
| Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727) |
- |
750 |
|
- |
| Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D) |
- |
450 |
|
- |
| 7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness) |
- |
1000 |
|
- |
| 7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve) |
- |
550 |
|
- |
| 7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength) |
- |
1750 |
|
- |
| 7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days) |
- |
1750 |
|
- |
| 7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test ) |
- |
2000 |
|
- |
| 7.2(Uniformity Requirements) |
- |
1500 |
|
- |
|
Complete
|
|
13 Dec, 2026 |
-
- |
| 8158 |
Allumera Engineering Solutions Pvt ltd
| IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
Coarse and fine aggregate/maufactured aggr for concrete |
-
|
29500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
1500 |
|
- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
1500 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
1250 |
|
- |
| 5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
2650 |
|
- |
| 5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
2500 |
|
- |
| 5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1500 |
|
- |
| 5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1500 |
|
- |
| 5.4.2(a)( Aggregates Impact Value) |
- |
1000 |
|
- |
| 5.4.2(b)( Aggregates Impact Value) |
- |
1000 |
|
- |
| 5.4.3(a)( Aggregate Abrasion Value) |
- |
1500 |
|
- |
| 5.4.3(b)( Aggregate Abrasion Value) |
- |
1750 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
3500 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
3500 |
|
- |
| Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent ) |
- |
2500 |
|
- |
| 5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
1500 |
|
- |
| 5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
1500 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
1500 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
1500 |
|
- |
| 5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale)) |
- |
2650 |
|
- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
3000 |
|
- |
| 5.7 table 4 (Calcium oxide) |
- |
1500 |
|
- |
|
Complete
|
|
13 Dec, 2026 |
-
- |
| 8159 |
Alpha Test House Services LLP
| IS 1538 (1993) |
Cast iron fittings for pressure pipes for water, gas and sewage - Specification (Third Revision) |
- |
-
|
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(The metal used for the manufacture of pipe shall be of a quality not less than that specified for grade FG 150 of IS 210 ) |
- |
500 |
|
- |
| 5.1(tensile strength) |
- |
1500 |
|
- |
| 6.1(Brinell hardness tests) |
- |
500 |
|
- |
| 8(Hydrostatic Test) |
- |
950 |
|
- |
| 9.1,Table 2 & 3(DI) |
- |
50 |
|
- |
| 9.1,Table 2 & 3(P) |
- |
50 |
|
- |
| 9.1,Table 2 & 3(g) |
- |
50 |
|
- |
| 9.1,Table 2 & 3(h) |
- |
50 |
|
- |
| 9.1,Table 2 & 3(K) |
- |
50 |
|
- |
| 9.1,Table 2 & 3(L) |
- |
50 |
|
- |
| 9.1,Table 2 & 3(M) |
- |
50 |
|
- |
| 9.1,Table 2 & 3(N) |
- |
50 |
|
- |
| 9.1,Table 2 & 3(f) |
- |
50 |
|
- |
| 9.1,Table 4(D) |
- |
50 |
|
- |
| 9.1,Table 4(a) |
- |
50 |
|
- |
| 9.1,Table 4(b) |
- |
50 |
|
- |
| 9.1,Table 4(s) |
- |
50 |
|
- |
| 9.1,Table 4(r) |
- |
50 |
|
- |
| 9.1,Table 5(D) |
- |
50 |
|
- |
| 9.1,Table 5(g) |
- |
50 |
|
- |
| 9.1,Table 5(a) |
- |
50 |
|
- |
| 9.1,Table 5(b) |
- |
50 |
|
- |
| 9.1,Table 5(c) |
- |
50 |
|
- |
| 9.1,Table 5(f) |
- |
50 |
|
- |
| 9.1,Table 5(s) |
- |
50 |
|
- |
| 9.1,Table 5(C) |
- |
50 |
|
- |
| 9.1,Table 5(Holes No) |
- |
50 |
|
- |
| 9.1,Table 5(Holes diameter) |
- |
50 |
|
- |
| 9.1,Table 5(Diameterof Bolts) |
- |
50 |
|
- |
| 9.1,Table 6(D) |
- |
50 |
|
- |
| 9.1,Table 6(C) |
- |
50 |
|
- |
| 9.1,Table 6(Holes No) |
- |
50 |
|
- |
| 9.1,Table 6(Holes diameter) |
- |
50 |
|
- |
| 9.1,Table 6(Diameterof Bolts) |
- |
50 |
|
- |
| 9.1&11.1,Table 7,8&9(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 7,8&9(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 7,8&9(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 10 to13(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 10 to13(r) |
- |
50 |
|
- |
| 9.1&11.1,Table 10 to13(a) |
- |
50 |
|
- |
| 9.1&11.1,Table 10 to13(b) |
- |
50 |
|
- |
| 9.1&11.1,Table 10 to13(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 14(Nominal Diameter) |
- |
50 |
|
- |
| 9.1&11.1,Table 14(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 14(e1) |
- |
50 |
|
- |
| 9.1&11.1,Table 14(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 14(h) |
- |
50 |
|
- |
| 9.1&11.1,Table 14(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 15(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 15(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 15(Nominal Diameter) |
- |
50 |
|
- |
| 9.1&11.1,Table 15(e1) |
- |
50 |
|
- |
| 9.1&11.1,Table 15(k) |
- |
50 |
|
- |
| 9.1&11.1,Table 15(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 16(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 16(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 16(h) |
- |
50 |
|
- |
| 9.1&11.1,Table 16(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 17(e1) |
- |
50 |
|
- |
| 9.1&11.1,Table 17(l1) |
- |
50 |
|
- |
| 9.1&11.1,Table 17(Nominal Diameter) |
- |
50 |
|
- |
| 9.1&11.1,Table 17(e2) |
- |
50 |
|
- |
| 9.1&11.1,Table 17(l2) |
- |
50 |
|
- |
| 9.1&11.1,Table 17(l3) |
- |
50 |
|
- |
| 9.1&11.1,Table 17(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 17(Mass) |
- |
50 |
|
- |
| 9.1&11.1,Table 18(a) |
- |
50 |
|
- |
| 9.1&11.1,Table 18(P) |
- |
50 |
|
- |
| 9.1&11.1,Table 18(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 19(DC) |
- |
50 |
|
- |
| 9.1&11.1,Table 19(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 19(a) |
- |
50 |
|
- |
| 9.1&11.1,Table 19(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 19(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 20(DI) |
- |
50 |
|
- |
| 9.1&11.1,Table 20(h) |
- |
50 |
|
- |
| 9.1&11.1,Table 20(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 21(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 21(r) |
- |
50 |
|
- |
| 9.1&11.1,Table 21(a) |
- |
50 |
|
- |
| 9.1&11.1,Table 21(b) |
- |
50 |
|
- |
| 9.1&11.1,Table 21(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 22(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 22(r) |
- |
50 |
|
- |
| 9.1&11.1,Table 22(a) |
- |
50 |
|
- |
| 9.1&11.1,Table 22(b) |
- |
50 |
|
- |
| 9.1&11.1,Table 22(c) |
- |
50 |
|
- |
| 9.1&11.1,Table 22(a) |
- |
50 |
|
- |
| 9.1&11.1,Table 22(f) |
- |
50 |
|
- |
| 9.1&11.1,Table 22(g) |
- |
50 |
|
- |
| 9.1&11.1,Table 23(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 23(r) |
- |
50 |
|
- |
| 9.1&11.1,Table 23(a) |
- |
50 |
|
- |
| 9.1&11.1,Table 23(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 23(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 24(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 24(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 24(Nominal Diameter) |
- |
50 |
|
- |
| 9.1&11.1,Table 24(e1) |
- |
50 |
|
- |
| 9.1&11.1,Table 24(h) |
- |
50 |
|
- |
| 9.1&11.1,Table 24(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 25(e) |
- |
50 |
|
- |
| 9.1&11.1,Table 25(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 25(h) |
- |
50 |
|
- |
| 9.1&11.1,Table 25(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 26(e1) |
- |
50 |
|
- |
| 9.1&11.1,Table 26(h1) |
- |
50 |
|
- |
| 9.1&11.1,Table 26(Nominal Diameter) |
- |
50 |
|
- |
| 9.1&11.1,Table 26(e2) |
- |
50 |
|
- |
| 9.1&11.1,Table 26(l2) |
- |
50 |
|
- |
| 9.1&11.1,Table 26(l3) |
- |
50 |
|
- |
| 9.1&11.1,Table 26(l) |
- |
50 |
|
- |
| 9.1&11.1,Table 26(Mass (Approx)) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(dn) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(e1) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(b) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(l3) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(l2) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(e2) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(r) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(a) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(l1) |
- |
50 |
|
- |
| 9.1&11.1,Table 27(Mass) |
- |
50 |
|
- |
| 9.1&11.1,Table 28(D) |
- |
50 |
|
- |
| 9.1&11.1,Table 28(t) |
- |
50 |
|
- |
| 9.1&11.1,Table 28(Mass (Approx)) |
- |
50 |
|
- |
| 12.1 to 12.7(Coating ) |
- |
500 |
|
- |
|
Complete
|
|
31 Dec, 2026 |
-
Included w.e.f. 07.11.2023 |
| 8160 |
Alpha Test House Services LLP
| IS 1879 (2010) |
Malleable cast iron pipe fittings - Specification (Third Revision) |
- |
-
|
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.1(Type of Fittings - IS 1879) |
- |
200 |
|
BIS 10% discount |
| 5.1.2(Size designation - IS 1879) |
- |
200 |
|
BIS 10% discount |
| 5.1.2.1(Equal fitting - IS 1879) |
- |
200 |
|
BIS 10% discount |
| 5.1.2.2(Unequal fitting -IS 1879) |
- |
200 |
|
BIS 10% discount |
| 5.1.3(Right and Left hand thread - IS 1879) |
- |
200 |
|
BIS 10% discount |
| 5.1.1(Code Number -IS 1879) |
- |
200 |
|
BIS 10% discount |
| 6.1(Tensile Strength - IS 14329) |
- |
500 |
|
BIS 10% discount |
| 6.1(Elongation - Is 14329) |
- |
500 |
|
BIS 10% discount |
| 7.2- Table 2(Wall thickness of fittings - IS 1879) |
- |
200 |
|
BIS 10% discount |
| 7.5 - Table 2(Projection of Rainforcement - IS 1879) |
- |
200 |
|
BIS 10% discount |
| 7.5 - Table 3(Width of Rainforcement - IS 1879) |
- |
200 |
|
BIS 10% discount |
| 7.1 - Table 4 to Table 27(a - IS 1879) |
- |
200 |
|
BIS 10% discount |
| 7.1 - Table 28(d -IS 1879) |
- |
200 |
|
BIS 10% discount |
| 8.1(Thread -IS 554) |
- |
1000 |
|
BIS 10% discount |
| 8.2(Alignment of threads -IS 554) |
- |
1000 |
|
BIS 10% discount |
| 9(Freedom from defects
) |
- |
100 |
|
BIS 10% discount |
| 10.i)(Mass of Galvanized coating ) |
- |
500 |
|
BIS 10% discount |
| 10.ii)( Uniformity of Galvanized coating-IS 2633) |
- |
500 |
|
BIS 10% discount |
| 10.iii)(Adhesion of Galvanized coating IS 2629) |
- |
500 |
|
BIS 10% discount |
| 10.iv)(Freedom from defects IS 4759) |
- |
100 |
|
BIS 10% discount |
| 11(Pressure Test) |
- |
500 |
|
BIS 10% discount |
| 8.1 (chem)(Thread -IS 554) |
- |
250 |
|
BIS 10% discount |
| 5.1.1(Type of Fittings - IS 1879) |
- |
200 |
|
- |
| 5.1.2(Size designation - IS 1879) |
- |
200 |
|
- |
| 5.1.2.1(Equal fitting - IS 1879) |
- |
200 |
|
- |
| 5.1.2.2(Unequal fitting -IS 1879) |
- |
200 |
|
- |
| 5.1.3(Right and Left hand thread - IS 1879) |
- |
200 |
|
- |
| 5.1.1(Code Number -IS 1879) |
- |
200 |
|
- |
| 6.1(Tensile Strength - IS 14329) |
- |
500 |
|
- |
| 6.1(Elongation - Is 14329) |
- |
500 |
|
- |
| 7.2- Table 2(Wall thickness of fittings - IS 1879) |
- |
200 |
|
- |
| 7.5 - Table 2(Projection of Rainforcement - IS 1879) |
- |
200 |
|
- |
| 7.5 - Table 3(Width of Rainforcement - IS 1879) |
- |
200 |
|
- |
| 7.1 - Table 4 to Table 27(a - IS 1879) |
- |
200 |
|
- |
| 7.1 - Table 28(d -IS 1879) |
- |
200 |
|
- |
| 8.1(Thread -IS 554) |
- |
1000 |
|
- |
| 8.2(Alignment of threads -IS 554) |
- |
1000 |
|
- |
| 9(Freedom from defects
) |
- |
100 |
|
- |
| 10.i)(Mass of Galvanized coating ) |
- |
500 |
|
- |
| 10.ii)( Uniformity of Galvanized coating-IS 2633) |
- |
500 |
|
- |
| 10.iii)(Adhesion of Galvanized coating IS 2629) |
- |
500 |
|
- |
| 10.iv)(Freedom from defects IS 4759) |
- |
100 |
|
- |
| 11(Pressure Test) |
- |
500 |
|
- |
| 8.1 (chem)(Thread -IS 554) |
- |
250 |
|
- |
| 12(Compression Test) |
- |
250 |
|
- |
|
Complete
|
|
31 Dec, 2026 |
-
Included w.e.f. 07.11.2023 |
