BIS - LIMS (Laboratory Information Management System)

AADCO TESTING & RESEARCH LABORATORY PVT LTD

F 28 BULANDSHAHAR ROAD INDUSTRIAL AREA, GHAZIABAD, Ghaziabad, Uttar Pradesh, 201009

9555443495 aadcolab@gmail.com

Scope List

Reset

18 Results

S.No.

Indian Standard No.

Product

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 9537 : Part 3 (1983)

Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials

9500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Marking)	-	150	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	250	-
6.3(Standard Mark on Conduit)	-	150	-
7.1.1(Maximum and minimum outside diameter of socket)	-	250	-
7.1.1 Table-2(Length of Socket end)	-	150	-
7.1.2(Maximum and minimum outside diameter of conduit)	-	250	-
7.2(Minimum inside diameter of conduit)	-	250	-
7.3(Length of conduit)	-	150	-
7.4(Unifomity of The wall Thickness)	-	250	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	150	-
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C))	-	750	-
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980)	-	750	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	1200	-
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	750	-
10(Resistance to Heat -Ball presure test)	-	500	-
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	750	-
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	1250	-
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	1250	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	500	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	500	-
12(3 Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	1250	-
12(3 Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	1250	-
11.0(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	750	-
10.0(Resistance to Heat -Ball presure test)	-	500	-
9.5 Fig.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	750	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	1200	-
9.3(Compression Test (after removal of force) as per caluse 9.3.3 of IS: 9537 (Part 1)-1980)	-	750	-
9.3(Compression Test at Full force applied (On load))	-	750	-
9.2(Bending Test At Low Temp (-5 ±2°C))	-	750	-
9.2(Bending Test At Room Temp)	-	750	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	150	-
7.4(Unifomity of The wall Thickness)	-	250	-
7.3(Length of conduit)	-	150	-
7.2 Fig.3(Minimum inside diameter of conduit)	-	250	-
7.1.2 Fig.2(Minimum outside diameter of conduit)	-	250	-
7.1.2 Fig.1(Maximum outside diameter of conduit)	-	250	-
7.1.1 Table-2(Length of Socket end)	-	150	-
7.1.1 Fig.8(Maximum inside diameter of socket)	-	250	-
7.1.1 Fig.7(Maximum outside diameter of socket)	-	250	-
6.3(Standard Mark on Conduit)	-	150	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	250	-
6.1 - d(Marking)	-	150	-
6.1 - c(Marking)	-	150	-
6.1 - b(Marking)	-	150	-
6.1 - a(Marking)	-	150	Clauses are repeated again and again

Complete

IS 4923 (2017)

Hollow steel sections for structural use - Specification (Third Revision)

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	2000	-
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth))	-	250	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width))	-	250	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness))	-	250	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth))	-	250	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration about X-X))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Radius of Gyration about Y-Y))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about X-X))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about Y-Y))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus about X-X))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Plastic Modulus about Y-Y))	-	200	-
Cl. 10.1, 14.1, 18.1(Straightness)	-	250	-
Cl. 10.2, Fig 1(Outside dimension (B))	-	250	-
Cl. 10.2, Fig 1(Outside dimension (H))	-	250	-
Cl. 10.2, Fig 1(Outside dimension (T))	-	250	-
Cl. 10.4, Fig 2(Concavity, X1)	-	250	-
Cl. 10.4, Fig 2(Convexity, X2)	-	250	-
Cl. 10.5, Fig 3(Squareness of side)	-	200	-
Cl. 10.6, Fig 4(External Corner Radius)	-	200	-
Cl. 10.7, Fig 5(Total twist, V)	-	200	-
Cl. 15.2, Table 3(Tensile Strength- IS 1608)	-	1000	-
Cl. 15.2, Table 3(Yield Strength- IS 1608)	-	1000	-
Cl. 15.2, Table 3(Elongation- IS 1608)	-	1000	-
Cl. 14.1(Exact Length)	-	200	-
Cl. 14.1(Random Length)	-	200	-
Cl. 14.1(Weight on individual length)	-	200	-
Cl. 14.1(Weight on lots of 10 tonnes min)	-	200	-
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	200	-
7(Micro Alloying elements(Nb+V+Ti))	-	500	-
7(Carbon equivalent as CE)	-	500	-
10.4(Concavity/Convexity-SOP MT-23)	-	250	-
10.5(Squareness of corner/Sides-SOP MT-23)	-	200	-
10.6("External corner Radius/ Radii of corners-outside - SOP MT-23")	-	200	-
11(Oiling & Painting - IS 4923)	-	200	-
18.1(Height of the internal weld fin - IS 4923)	-	200	-
10.3(Thickness - IS 4923)	-	200	-
13(Marking)	-	200	-

Complete

IS 13592 (2013)

Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
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)	-	1000	-
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.1( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.1( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or 6 metres either plain or with socket for solvent cementing/grooved socket. Tolerances on specified length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent cementing/grooved socket shall be as given in Fig. 1.)	-	500	-
Cl.7.3.1(Minimum wall thickness of socket on pipes shall be as given in Table 2 read with Fig. 2 and Fig. 3.)	-	500	-
Cl.7.3.2(Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-	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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
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)	-	1000	-
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.)	-	1000	-
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.)	-	1000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	2000	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	1500	-
8.6(Effect on Water Test)	-	1500	-
14(Marking)	-	500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	1000	-
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
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)	-	1000	-
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.1( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.1( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or 6 metres either plain or with socket for solvent cementing/grooved socket. Tolerances on specified length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent cementing/grooved socket shall be as given in Fig. 1.)	-	500	-
Cl.7.3.1(Minimum wall thickness of socket on pipes shall be as given in Table 2 read with Fig. 2 and Fig. 3.)	-	500	-
Cl.7.3.2(Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-	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.)	-	500	-
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.)	-	1000	-
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.)	-	1000	-
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)	-	1000	-
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.)	-	1000	-
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.)	-	1000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1000	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	1500	-
8.6(Effect on Water Test)	-	1500	-
14(Marking)	-	500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	1000	-
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
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)	-	1500	-
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.1( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.1( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or 6 metres either plain or with socket for solvent cementing/grooved socket. Tolerances on specified length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent cementing/grooved socket shall be as given in Fig. 1.)	-	500	-
Cl.7.3.1(Minimum wall thickness of socket on pipes shall be as given in Table 2 read with Fig. 2 and Fig. 3.)	-	500	-
Cl.7.3.2(Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-	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.)	-	500	-
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.)	-	1000	-
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.)	-	1000	-
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)	-	3000	-
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.)	-	1000	-
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.)	-	1000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1200	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	10001	-
8.6(Effect on Water Test)	-	2000	-
14(Marking)	-	500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	800	-

Complete

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

19000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.10(Slow Crack Growth Rate)	-	3000	The Charges of complete testing is 19000 rs. plus gst. Laboratory has provided testing charges for individual test parameter. But clauses for individual tests are being repeated at some places.
8.9 table-6(Elongation at Break)	-	1000	-
8.8(Tensile Strength for Butt-fusion)	-	1000	-
8.7(Density)	-	500	-
8.5 (Oxidation Induction Time)	-	1000	-
8.4( Melt Flow Rate)	-	500	-
8.2(Longitudinal Reversion Test)	-	1000	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	1500	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	5000	-
7.4.1.2(Ovality)	-	500	-
7.4 table -3 & 4(6.1 Dimensions)	-	500	-
7.2(Length)	-	500	-
6.2.1(6.1.1 Identification Stripes)	-	500	-
6.2(Colour)	-	500	-
6.1.4(PIPE DESCRIPTION)	-	500	-
6.1.3 (PIPE DESCRIPTION)	-	500	-
6, 6.1.2(PIPE DESCRIPTION)	-	500	-
6, 6.1.1(PIPE DESCRIPTION)	-	500	-
6, 6.1(PIPE DESCRIPTION)	-	500	-
8.10(Slow Crack Growth Rate)	-	3000	This Clause is repeated.
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	1000	This Clause is repeated
Cl 8.3(Carbon Black Content)	-	1000	-
Cl 8.3(Carbon Black Dispersion)	-	500	-
8.6(Overall migration)	-	1500	-
Clause 7.1(Visual Apperance)	-	500	-
5.2(Density)	-	500	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1000	-
5.2(Volatile matter Content)	-	500	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	1000	-
5.3 (a)(Carbon Black Master Batch)	-	500	-
5.3(c)(Carbon Black Master Batch)	-	500	-
5.3(d)(Carbon Black Master Batch)	-	500	-
5.3(e)(Carbon Black Master Batch)	-	500	-
5.3(b)(Carbon Black Master Batch)	-	500	-
5, 5.1 table-1(MATERIALS)	-	1500	-
5.2(Polyethylene Resin)	-	500	This Clause is repeated
5.2(MFI @ 1900C/5.0 Kg)	-	1000	-
5.3(Toluene Extract)	-	1000	-
7.1(Visual Appearance)	-	500	-
7.3(Coiling)	-	500	-
Clause 7.3(Coiling)	-	500	This Clause is repeated
8.3(Carbon black)	-	1000	This Clause is repeated
Clause 8.3(Carbon Black content)	-	1000	This Clause is repeated
Clause 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated
Cl. 8.3(Carbon Black Content)	-	1000	This Clause is repeated
Cl. 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated
Clause 8.6(Overall migration (stimulate))	-	1500	This Clause is repeated
Clause 8.6(Overall migration (surface of material))	-	1500	This Clause is repeated
8.7(Density-IS 7328:2020)	-	500	This Clause is repeated
8.7(Corrected Density- IS 7328:2020)	-	500	This Clause is repeated
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	1000	This Clause is repeated
7()	-	500	-
5.4(Anti oxydent)	-	1000	-
8.10(Slow Crack Growth Rate)	-	3000	This Clause is repeated.
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	1000	-
Cl 8.3(Carbon Black Content)	-	1000	This Clause is repeated.
Cl 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated.
Clause 7.1(Visual Apperance)	-	500	This Clause is repeated.
5.2(Density)	-	500	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1000	-
5.2(Volatile matter Content)	-	500	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	1000	-
5.2(MFI @ 1900C/5.0 Kg)	-	1000	-
5.3(Toluene Extract)	-	1000	-
7.1(Visual Appearance)	-	500	-
7.3(Coiling)	-	500	-
Clause 7.3(Coiling)	-	500	This Clause is repeated.
Clause 8.3(Carbon Black content)	-	1000	This Clause is repeated.
Clause 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated.
Cl. 8.3(Carbon Black Content)	-	1000	This Clause is repeated.
Cl. 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated.
Clause 8.6(Overall migration (stimulate))	-	1000	-
Clause 8.6(Overall migration (surface of material))	-	1000	-
8.7(Density-IS 7328:2020)	-	500	-
8.7(Corrected Density- IS 7328:2020)	-	500	-
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	1000	-
7()	-	500	-

Complete

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

19500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(CLASSIFICATION OF PIPES)	-	500	The testing charges of complete testing is 19500. But the individual test parameter clauses are being repeated at many places.
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	500	-
7.2.1(DIMENSIONS-Socket)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	500	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	500	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	500	-
8(SEALING RINGS)	-	500	-
9.1(PIPE ENDS)	-	500	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	1000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	2000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	-
10.7(Sulphated Ash Content)	-	2000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	5000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	5000	-
11.2(Resistance to External Blows at 0°C)	-	2000	-
7.2.1.2b(Maximum inner diameter of groove)	-	500	-
10.1(Colour)	-	500	-
10.1(Surface Finish)	-	500	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	500	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	500	-
7.1.4(Length)	-	500	-
13(Marking)	-	500	-
10.1(Colour)	-	500	-
10.1(Surface Finish)	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	500	-
7.2.1(DIMENSIONS-Socket)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	500	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	500	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	500	-
8(SEALING RINGS)	-	500	-
9.1(PIPE ENDS)	-	500	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	1000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	2000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	-
10.7(Sulphated Ash Content)	-	2000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	5000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	5000	-
11.2(Resistance to External Blows at 0°C)	-	2000	-
7.2.1.2b(Maximum inner diameter of groove)	-	500	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	500	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	500	-
7.1.4(Length)	-	500	-
13(Marking)	-	500	-
10.3(Effect on Water Test)	-	3000	-
5(CLASSIFICATION OF PIPES)	-	500	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	-
6.1.2(PVC Resin)	-	2000	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	500	-
7.2.1(DIMENSIONS-Socket)	-	500	-

Complete

IS 16720 (2018)

Pulverized Fuel Ash-Cement Bricks- Specification

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 and fig.1A &1B(Dimensions- Length (L) )	-	500	-
4.1 and fig.1A &1B(Dimensions- Width (B) )	-	500	-
4.1 and fig.1A &1B(Dimensions- Height (H))	-	500	-
4.1 & 4.3 and fig.1A &1B(Dimensions - Depth)	-	500	-
4.1 and fig.1A &1B(Dimensions)	-	500	-
8.1(GENERAL)	-	500	-
8.3(Density Annex C of IS 2185 (Part 1))	-	500	-
8.4 and Table 1(Compressive Strength - Average IS 3495 (Part 1))	-	500	-
8.5(Drying Shrinkage IS 4139)	-	500	-
8.6(Water Absorption IS 3495 (Part 2))	-	500	-

Complete

IS 12894 (2002)

Pulverized fuel ash - Lime bricks - Specification

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General Requirements)	-	500	-
3.2(General Requirements)	-	500	-
3.3(General Requirements)	-	500	-
3.4(General Requirements)	-	500	-
3.5(General Requirements)	-	500	-
5.1(Dimensions)	-	500	-
5.2(Tolerance)	-	500	-
7.1, Table -1(Average Wet Compressive Strength)	-	2000	-
7.2(Drying Shrinkage)	-	500	-
7.3(Efflorescence Test)	-	500	-
7.4(Water Absorption)	-	500	-
3.1(General Requirements)	-	500	-
3.2(General Requirements)	-	500	-
3.3(General Requirements)	-	500	-
3.4(General Requirements)	-	500	-
3.5(General Requirements)	-	500	-
5.1(Dimensions)	-	500	-
5.2(Tolerance)	-	500	-
7.1, Table -1(Average Wet Compressive Strength)	-	2000	-
7.2(Drying Shrinkage)	-	500	-
7.3(Efflorescence Test)	-	500	-
7.4(Water Absorption)	-	500	-

Complete

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(SURI'ACE TUTUU AND FINISH)	-	500	-
8(Physical requirments)	-	1000	-
8.2(Physical requirments-Dimensions-Length)	-	500	-
8.2(Physical requirments-Dimensions-Height)	-	500	-
8.2(Physical requirments-Dimensions-Width)	-	500	-
8.3(Physical requirments- Block density)	-	3000	-
8.4(Physical requirments- Compressive strength)	-	3000	-
8.5(Thermal Conductivity)	-	8000	-
8.6( Drying Shrinkage )	-	3000	-
7(SURI'ACE TUTUU AND FINISH)	-	-	-
8(Physical requirments)	-	-	-
8.2(Physical requirments-Dimensions-Length)	-	-	-
8.2(Physical requirments-Dimensions-Height)	-	-	-
8.2(Physical requirments-Dimensions-Width)	-	-	-
8.3(Physical requirments- Block density)	-	-	-
8.4(Physical requirments- Compressive strength)	-	-	-
8.5(Thermal Conductivity)	-	-	-
8.6( Drying Shrinkage )	-	-	-

Complete

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.1.1 (General Quality)	-	500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	500	-
Clause 7.1.3 (Colour and Texture)	-	500	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	10000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	10000	-
Clause 7.1.1 (General Quality)	-	500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	500	-
Clause 7.1.3 (Colour and Texture)	-	500	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	10000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	10000	-

Complete

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	100	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	100	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	100	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	100	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	100	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	100	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	100	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	100	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	100	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	100	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	100	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	100	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	100	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	100	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	100	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	100	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	100	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	100	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	100	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	100	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	100	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	100	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	100	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	100	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	100	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	100	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	100	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	100	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	100	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	100	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2000	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2000	-
5.4.2(a)( Aggregates Impact Value)	-	1000	-
5.4.2(b)( Aggregates Impact Value)	-	1000	-
5.4.3(a)( Aggregate Abrasion Value)	-	1000	-
5.4.3(b)( Aggregate Abrasion Value)	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1000	-

Complete

IS 1239 : Part 1 (2004)

Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL)

3000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 14.1(Tensile Strength)	-	350	-
Clause 14.1.1(Elongation Percent)	-	200	-
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	250	-
Cl. 14.3(Flattening test (Over 50 mm NB))	-	250	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	150	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	150	-
Cl. 8, 9 Table 3,4 & 5(Mass of Tube)	-	150	-
Cl. 6.5(Height of Internal Fin)	-	150	-
Cl. 15(Workmanship)	-	150	-
6.2 AND AS PER IS 10748(CARBON)	-	200	-
6.2 AND AS PER IS 10748(SULPHUR)	-	200	-
6.2 AND AS PER IS 10748(PHOSPHORUS)	-	200	-
6.2 AND AS PER IS 10748(MANGANESE)	-	200	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	200	-
6.2 AND AS PER IS 10748(SILICON)	-	200	-
Cl 15(Workmanship)	-	150	-
6.2 AND AS PER IS 10748(CARBON)	-	200	-
6.2 AND AS PER IS 10748(SULPHUR)	-	200	-
6.2 AND AS PER IS 10748(PHOSPHORUS)	-	200	-
6.2 AND AS PER IS 10748(MANGANESE)	-	200	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	200	-

Complete

IS 1786 (2008)

High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision)

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 8.1 Table 3(Tensile Strength (TS))	-	150	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	150	-
Cl. 8.1 Table 3(Elongation, percentage)	-	150	-
Cl. 8.1 Table 3(Total Elongation at Maximum Force)	-	150	-
Cl. 7.2 Table -2 (Nominal Mass)	-	200	-
Cl. 9.3, Table 4(Bend Test )	-	300	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	300	-
Cl 5(Deformations and Surface Characteristics)	-	350	-
5.7(Pull-out test - IS:2770(P1))	-	5000	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	250	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	250	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-	250	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE)	-	250	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
4.2(Niobium (Nb))	-	250	-
4.2(Boron (B))	-	250	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	2000	-
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	250	-
Cl. 8.1 Table 3(TS/YS ratio)	-	250	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	250	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	250	-
4.3(Rolling and cold working of bars/wire)	-	250	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR)	-	250	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	250	-
4.1( Aluminium %)	-	250	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	250	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	250	-

Complete

IS 1239 : Part 1 (2004)

Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision)

3000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 14.1(Tensile Strength)	-	350	-
Clause 14.1.1(Elongation Percent)	-	200	-
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	250	-
Cl. 14.3(Flattening test (Over 50 mm NB))	-	250	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	150	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	150	-
Cl. 8, 9 Table 3,4 & 5(Mass of Tube)	-	150	-
Cl. 6.5(Height of Internal Fin)	-	150	-
Cl. 15(Workmanship)	-	150	-
6.2 AND AS PER IS 10748(CARBON)	-	200	-
6.2 AND AS PER IS 10748(SULPHUR)	-	200	-
6.2 AND AS PER IS 10748(PHOSPHORUS)	-	200	-
6.2 AND AS PER IS 10748(MANGANESE)	-	200	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	200	-
6.2 AND AS PER IS 10748(SILICON)	-	200	-

Complete

IS 16415 (2015)

Composite cement - Specification

4025 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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	-

Complete

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

3550 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	300	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	300	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	250	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	250	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	225	-
7 -Table 2- i(Fineness 4031 Part 2)	-	200	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	200	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	250	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	150	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	200	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	200	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	225	-

Complete

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

3025 View breakup
Rs.1150/- for Mechanical Tests (up to & including 50 mm NB), Rs.1750/- for Mechanical Tests (Above 50 mm NB) Rs.1275/- for Chemical Tests, Rs.2425/- for Complete Tests (up to & including 50 mm NB) Rs.3025/- for Complete Tests (Above 50 mm NB) 10% discount to BIS

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	1050	Rs. 650/- up to and including 50 mm NB
Cl 6(Outer Diameter, Thickness & Mass)	-	500	Rs. 300/- up to and including 50 mm NB
Cl 7(Workmanship)	-	200	-
Clause - 5.1, Table-3( CARBON)	-	200	-
Clause - 5.1, Table-3(SULPHUR)	-	150	-
Clause - 5.1, Table-3(PHOSPHURS)	-	150	-
Clause - 5.1, Table-3(MANGANESE)	-	200	-
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	150	-
8 AND AS PER IS 4736(MASS OF ZINC COATING)	-	225	-
8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	200	-

Complete

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

3350 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	300	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	300	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	250	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	250	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	225	-
7 -Table 2- i(Fineness 4031 Part 2)	-	200	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	200	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	250	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	150	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	200	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	200	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	225	-

Complete

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

3200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	267	By calculation
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	267	By calculation
6.1 Table-2 iii.(Insoluble residue)	-	267	By testing
6.1 Table-2 iv(Magnesia)	-	267	By testing
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	267	By testing
6.1 Table-2 vi(Loss on ignition)	-	267	By testing
6.1 Table-2 vii(Chloride content)	-	267	By testing
6.1 Table-2 viii(Alkali content)	-	267	By testing
7 Table-3 i.(Fineness)	-	267	By testing
7 Table-3 ii a(Expansion by Le Chatelier)	-	267	By testing
7 Table-3 ii b(Expansion by Autoclave)	-	267	By testing
7 Table-3 iii a(Setting Time Initial)	-	267	By testing
7 Table-3 iii b(Setting Time Final)	-	267	By testing
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	266	By testing
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	266	By testing
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	266	By testing

Complete

Bureau of Indian Standards

The National Standards Body of India

AADCO TESTING & RESEARCH LABORATORY PVT LTD

F 28 BULANDSHAHAR ROAD INDUSTRIAL AREA, GHAZIABAD, Ghaziabad, Uttar Pradesh, 201009

9555443495 aadcolab@gmail.com

Scope List