Main Kanjawala Road

Plot No.C-5, Block- C, Nagar, Delhi -110086

APELTA
Rajiv
9310843393
9310596777,9810479889,9811037450,
Mob.: www.deltatestinglab.com
TESTING &RESEARCH LABORATORIES E: dtrlinfo@gmail.com,W:
TC-7414
DTR7.8/F-01

Issued to:
TEST REPORT
DTRLGEN/290822 17265
DTRL-2022-1627
Report No.
GMR Power andUrban Infra I td ULRNo. : TC74 1422000003446F
House No. 2/2B, Near Vishal Mega Mart, Report Date 25/10/2022
1 Floor, Bhawan Ram Mandir, Civil Your Ref. No. : GIL-SIL JV/DFCCI202D/QAQCI
Lines,Prayagraj- 211001, Uttar Pradesh 22-23/0|I Dt.27/08/2022
Date of Receipt 29/08/2022
Period ofT'esting 30/08/2022- 28/09/2022

Sample Description TMT Steel 8mm dia (Source:- RASHMI METALIKS)

Name of Project Design and Construction of Civil, Structure and Irack Works for Double Line Railway involving
Formation in Embankments/ Cuttings, Ballast on formation, Track Works, Bridges, Structures,
Buildings, Yards, Integration with IR existing Railway System and Testing and Commissioning on
Design-Build Lump-Sum Basis for Mughal Sarai-New Karchana Station (including) of Eastern
Dedicated Freight Corridor Project (Contract Package-202).
Lnvoice No. 702922005844
S. No. Test Units Clause No. Test Mcthod Results Requirement
IS 1786:2008 RA-2018
Amendment-4
(Grade Fe-500D)
Discipline :Chemical
Group :Metals & Alloys
1. Carbon % by mass CI. 4.2 IS 228 (Pt-1):1987 RA-2018 0.21 0.25 Max.
2 Sulphur % by mass CI. 4.2 IS 228 (Pt-9):1989 RA-2019 0.026 0.040 Max.
3. Phosphorus % by mass CI. 4.2 IS 228 (Pt-3):1987 RA-2018 0.028 0.040 Max.
4
Sulphur+Phosphorus % by mass C1. 4.2 IS 1786:2008 RA-2018 0.054 0.075 Max.
5. Carbon Equivalent % by mass Cl. 4.2 IS 1786:2008 RA-2018 0.30 0.50 Max.
Discipline :Mechanical
Group :Mechanical Properties of Metals
1. Yield Stress/0.2% Proof N/mm² CI. 8.1, T-3 IS 1608(Part-l ):2022 603.2 500 Min.
Stress
2. Tensile Strength N/mm? CI. 8.1, T-3 IS 1608(Part-1 ):2022 679.6 Not less than 565
3. TS/YS Ratio Cl. 8.1, T-3 By Calculation 1.13 1.10Min.
4
Elongation % C1. 8.1,T-3 IS 1608(Part-I ):2022 20.3 16 Min.
(On gauge length 5.65VA,
Where A-Cross Sectional
Area)
5. Total Elongation at % CI. 8.1, T-3 IS 1608(Part-1):2022 6.7 5 Min.
Maximum Force (On gauge
length 5.65NA, Where
A=Cross Sectional Area)
6 Bend Test Cl. 9.3,T-4 IS 1599:2019 Satisfactory There is no rupture or
cracks visible on the bent
7. Rebend Test portion.
Cl.9.4,T IS 1786:2008 RA-2018 Satistactory There is no rupture or
9.4.1 cracks visible on the rebent
8. Nominal Mass C1. 7.2, T-2
portion.
Kg/mtr IS 1786:2008 RA-2018 0.386 0.395+7%

Remarks:-The sample conforms to the IS 1786:2008 RA-2018 upto Amendment-4 for-Grade Fe-500D w.r.t. to the above tests. Kouta
Reehed By: **End of Report** Authorised Signatory
(1) The results listed refer only to tested samples and applicable parameters. Endotsement of product is neither inferred nor implied.
(2) Total liability of our Lab is limited to the involced amount.
(3) Samples will bedestroyed after 30 days from the date of test report unless otherwise specified.
(4) This report is not to be reproduced wholly or in part and cannot be used as an evidence in the court of Law and should not be
used in any advertising medla without our special permisslon in writing
(5) Report refer to the sample submited to us and not drawn by us unless mentioned otherwise.
AN ISO 9001:2015/BIS RECOGNISED LABORATORY
HG Page 1/I
 Plot No.C-5, Block- C, Main Kanjawala Road

DELTA
Rajiv Nagar, Delhi -110086
"Mo6.:3910596777,9810479889, 9811037450,9310843393
DTRL7.8/F-01 TESTING& RESEARCH LABORATORIES E:dtrlinfo@gmail.com, W:. www.deltatestinglab.com
TC-7414

Issucd to: TEST REPORT

GMR Power and Urban nfira Report No. : DTRLGEN/29082217267
House No. Lid. DTRL-2022-1629
1 Floor, 2/2B, Near Vishal Mega Mart, ULR No. : TC741422000003448F
Bhawan Ram Mandir, Civil Report Date : 25/10/2022
Lines, Prayagraj- 2U001, Uar Pradesh Your Rcf. No. GIL-SIL JV/DFCC202D/)AQCI
22-23/0| | Dt.27/08/2022
Date of Reccipt 29/08/2022
Period of Testing : 30/08/2022-28/09/2022
Sampie Description TMT Steel 10mm dia
Name of Project (Source:- RASHMI METALIKS)
Design and Construction of Civil,
Formation in Embankments/ Cutings. Structure and Track Works for Double Line Railway
Ballast on formation., Track Works. Bridges, involving
Buildings, Yards, Integration with IR existing Structures,
Railway System and Testing and Commissioning
Design-Build Lump-Sum Basis for Mughal Sarai-New Karchana Station (including) of Eastern
on
Invoice No. Dedicated Freight Corridor Project (Contract
: 702922006189,7029220063 19 Package-202).
Test Units Clause No. Test Method Results Requirement
IS 1786:2008 RA-2018
Amendment-4
Discipline :Chemical (Grade Fe-500D)
Group :Metals & Alloys
1. Carbon % by mass Cl. 4.2 IS228 (P-):1987 RA-2018
2 0.19 0.25 Max.
Sulphur % by mass C1. 4.2 IS 228 (Pt-9):1989 RA-2019 0.029 0.040 Max.
3.
Phosphorus % by mass Cl. 4.2 IS 228 (Pt-3):1987 RA-2018
0.031
4 0.040 Max.
Sulphur+Phosphorus % by mass C1. 4.2 IS 1786:2008 RA-2018
0.060 0.075 Max.
Carbon Equivalent % by mass CI. 4.2 IS 1786:2008 RA-2018 0.28 0.50 Max.
Discipline :Mechanical
Group :Mechanical Properties of Metals
1 Yield Stress/0.2% Proof N/mm? CI. 8.1,T-3 IS 1608(Part-1):2022 553.9
Stress 500Min.
2 Tensile Strength N/mm² CI. 8.1, T-3 IS 1608(Part-1):2022 624.9 Not less than 565
3. TS/YS Ratio C1. 8.1, T-3 By Calculation 1.13 1.10 Min.
4. Elongation % CI. 8.1, T-3 IS 1608(Part-1 ):2022 20.2 16 Min.
(On gauge length 5.65VA,
Where A-Cross Sectional
Area)
5. Total Elongation at CI. 8.1, T-3 IS 1608(Part-1 ):2022 6.8 5 Min.
Maximum Force (On gauge
length 5.65NA, Where
A-Cross Sectíonal Area)
6 Bend Test CI. 9.3.T-4 IS 1599:2019 Satisfactory There is no rupture or
cracks visible on the bent
portion.
Rebend Test CI. 9.4,T IS 1786:2008 RA-2018 Satisfactory There is no rupture or
9.4.1 cracks visible on the rebent
portion.
8. Nomina Mass Kg/mtr CI. 7.2, T-2 IS 1786:2008 RA-2018 0.619 0.61747%
Sr.Aaiyst
Remarks;-The sample conforms to the IS 1786:2008 RA-2018upto Amendment-4 for Grade Fe-500D w.r.t. to the above tests. Rouday
**End of Report** Authorised Signatory
RetèwodBy:
neither inferred nor implied.
(1)The results listed refer only to tested samples and applicable parameters. Endorsement of product is
(2) Total iability of our Lab is limited to the involced amount.
unless otherwise specified.
(3) Samples will be destroyed after 30 days from the date of test reportused
be as an evidence in the court of Law and should not be
(4)This report is not to be reproduced wholly or in part and cannot
any advertisíng
used in refer media without our speclal permission in writing
(5) Report to the sample submitted to us and not drawn by us unless mentioned otherwise.

AN ISO 9001:2015 / BIS RECOGNISED LABORATORY Page 1/I

HG
 ADELTA
Plot No.C-5, Block- C, Main Kanjawala Road
Rajiv Nagar, Delhi -110086
DTRU7.8/F-0 1 TESTING &RESEARCH Mob. 9810596777,9810479889, 9811037450, 9310843393
LABORATORIES TC 7414 E:dtrlinfo@gmail.com, W: www.deltatestinglab.com

Issued to:
GMR Power and Utban
lntra d.
TEST
Report No.
REPORT
House No. 2/2B, Near ULR N0. DTRL/GEN/29082217270 DTRL-2022-1632
1 Floor, Vishal
Bhawan Ran1 Mandir,Mega Mart, TC74142200000345 |F
Lines, Prayagraj- Civil Report Date 25/10/2022
211001, Uttar Pradesh Your Ref. No. GIL-SIL JV/DFCC/202D/OAOCI
Date of Receipt 22-23/0||, Dt.27/08/2022
29/08/2022
Period of Testing 30/08/2022 28/09/2022
Sample Description TMT Steel 12nm dia
Name of Project : (Source:- RASHMIMETALIKS)
Design and Construction of Civil,
Formation Embankments/ Cuttings,
in Structure and Track Works for Double Line
Ballast on formation, Track Works, Railway involving
Buildings, Yards, lntegration with IR existing Bridges, Structures,
Design-Build Lump-Sum Basis for Mughal Railway System and Testing and Commissioning on
Invoice No. :
Dedicated Freight Corridor Project (ContractSarai-New Karchana Station (including) of Eastern
7029220063 19, 70290 13204 Package-202).
S. No. Test
Units Clause No. Test Method Results
Requirement
IS 1786:2008 RA-2018
Discipline :Chemical Amendment4
Group :Metals &Alloys (Grade Fe-500D)
1. Carbon
% by mass CI. 4.2
2. IS 228 (Pt-1):1987 RA-2018
Sulphur % by mass 0.19 0.25 Max.
CI. 4.2 IS 228
3. (Pt-9):1989 RA-2019 0.027 0.040 Max
Phosphorus % by mass C1. 4.2 IS 228
4. (Pt-3):1987 RA-2018 0.029 0.040 Max.
SulphurPhosphorus % by mass C1. 4.2 IS 1786:2008 RA-2018
5. 0.056 0.075 Max.
Carbon Equivalent % by mass CI. 4.2 IS 1786:2008 RA-2018
0.29 0.50 Max.
Discipline :Mechanical
Group :Mechanical Properties of Metals
Yield Stress/0.2% Proof N/mm?
Stress C1. 8.1, T-3 IS 1608(Part-1):2022 349.7 500 Min.
2. Tensile Strength N/mm? C. 8.1, T-3 IS 1608(Part-1 ):2022 654.6 Not less than 565
3 TS/YS Ratio
Cl. 8.1, T-3 By Calculation 1.19 1.10 Min.
4.
Elongation C1. 8.1, T-3 IS 1608(Part-1):2022
(On gauge length 5.65NA, 25.6 16 Min.
Where A-Cross Sectional
Area)
Total Elongation at % CI. 8.1, T-3 IS 1608(Part-1 ):2022
Maximum Force (On gauge 6.8 5 Min.
length 5.65VA, Where
A-Cross Sectional Area)
6 Bend Test C1.9.3, T-4 IS 1599:20 19
Satisfactory There is no rupture or
cracks visible on the bent
7. Rebend Test CI. 9.4,T portion.
IS 1786:2008 RA-2018
9.4.1 Satistactory There is no rupture or
cracks visible on the rebent
8. Nominal Mass portion.
Kg/mtr CI. 7.2, T-2 IS 1786:2008 RA-2018 0.852

Remarks:-The sample conforms to the IS 1786:2008 RA-2018 upto Anmendment-4 for Grade Fe-500D w.r.t, to the above tests.
Rètewed 8y: **End of Report** Authorised Signatory
(1) The results listed refer only to tested samples and applicable parameters. Endorsement of product is neither inferred nor implied.
(2) Total liability of our Lab is lmited to the Invoilced amount.
(3) Samples will be destroyed after 30 days from the date of test report unless otherwise specified.
(4) This report ls not to be reproduced wholly or In part and cannot be used as an evidence in the court of Law and should not be
used in any advertising media without our speclalpermission in writing
(5) Report refer to the sample submitted to us and not drawn by us unless mentioned otherwise.
AN ISO 9001:2015 /BIS RECOGNISED LABORATORY
HG Page 1/1
 Plot No.C-5, Block- C, Main Kanjawala Road

ADELTA
DTRLUZ.8/F-01
TESTING &RESEARCH LABORATORIES I
TC-7414
Rajiv Nagar, Delhi -110086
Mo6: 9910596777, 9810479889, 9811037450, 9310843393
E: dtrlinfo@gmail.com, W: www.deltatestinglab.com

TEST REPORT
Issued to: Report No. DTRL/GEN/29082217272 DTRL-2022-1634
GMR Power and Urban Infra Ld. ULR No. TC741422000003453F
House No. 2/2B, Near Vishal Mega Mart, Report Date : 25/10/2022
1Floor, Bhawan Ram Mandir, Civil Your Ref. No. GIL-SIL JV/DFCCI202D/QAQCI
Lines,Prayagraj- 21 1001, Uttar Pradesh 22-23/0l|, Dt.27/08/2022
Date of Receipt 29/08/2022
Period ofTesting: 30/08/2022- 28/09/2022
Sample Description TMT Steel 16mm dia (Source:- RASHMI METALIKS)
Name of Project Design and Construction of Civil, Structure and Track Works for Double Line Railway involving
Formation in Embankments/ Cuttings, Ballast on formation, Track Works, Bridges, Structures,
Buildings, Yards, Integration with IR existing Railway System and Testing and Commissioning on
Design-Build Lump-Sum Basis for Mughal Sarai-New Karchana Station (including) of Eastern
Dedicated Freight Corridor Project (Contract Package-202).
Invoice No. 702922006126
Test Units Clause No. Test Method Results Requirement
IS 1786:2008 RA-2018
Amendment-4
(Grade Fe-500D)
Discipliae :Chemical
Group :Metals & Alloys
1. Carbon % by mnass Cl. 4.2 IS228 (Pt-1):1987 RA-2018 0.20 0.25 Max.
2. Sulphur % by mnass C1. 4.2 IS228 (Pt-9):1989 RA-2019 0.030 0.040 Max.
3. Phosphorus % by mass C1. 4.2 IS 228 (Pt-3):1987 RA-2018 0.032 0.040 Max.

4. Salphur+Phosphorus % by mass CI. 4.2 IS 1786:2008 RA-2018 0.062 0.075 Max.

5. Carbon Equivalent % by mnass CI. 4.2 IS 1786:2008 RA-2018 0.30 0.50 Max.

Discipline :Mechanical
Group :Mechanical Properties of Metals
1 Yield Stress/0.2% Proof N/mm? C1. 8.1, T-3 IS 1608(Part-1):2022 538.9 500 Min.
Stress
2. Tensile Strength N/mm? C1. 8.1,T-3 IS 1608(Part-1):2022 665.4 Not less than 565

3 TS/YS Ratio CI. 8.1,T-3 By Calculation 1.23 1.10Min.,

4 Elongation % CI. 8.1, T-3 IS 1608(Part-l ):2022 20.1 16 Min.
(On gauge length 5.65VA,
Where A-Cross Sectional
Area)
5 Total Elongation at % C1. 8.1,T-3 IS 1608(Part-l ):2022 6.8 5 Min.
Maximum Force (On gauge
Jength 5.65NA, Where
A=Cross Secional Area)
6 Bend Test CI.9.3, T-4 IS 1599:2019 Satisfactory There is no rupture or
cracks visible on the bent
portion.
7. Rebend Test CI. 9.4,T-. IS 1786:2008 RA-2018 Satisfactory There is no rupture or
9.4.1 cracks visible on the rebent
portion.
Nominal Mass Kgmtr Cl. 7.2, T-2 IS 1786:2008 RA-2018 1.569 1.580=5%
Remarks:-The sample conforms to the IS 1786:2008 RA-2018 upto Amendment-4 for Grade Fe-s00D w.r.t. to the above tests.oi
**End of Report** Authorised Signatory
Aevewed By : is neither inferred nor implied.
(1) The results listed refer only to tested samples and applcable parameters. Endorsement of product
(2) Total liability of our Lab is límited to the Involced amount.
(3) Samples will be destroyed after 30 days from the date of test report unless otherwise specifled.
of Law and should not be
(4) This report is not to be reproduced wholly or in part and cannot be used as an evidence in the court
used in any advertising media without our speclal permisslon In writing
(5) Report refer to the sample submitted to us and not drawn by us unless mentioned otherwise.

ANISO 9001:2015/ BIS RECOGNISED LABORATORY

Page 1/1
HG
 Kanjawala Road
Plot No.C-5, Block- C, Main
Rajiv Nagar, Delhi -110086

ADELTA
DTRL7.8/F-01
TESTING &RESEARCH LABORATORIES TC74 14
Mo6 310596777.9810479889, 9811037450,9310843393
E: dtrlinfo@gmail.com, W:
www.deltatestinglab.com

TEST REPORT DTRL-2022-1636

: DTRLGEN/290822 |7274
Issued fo: Report No. TC741422000003455F
GMR POwer and Vrban Infra ltd. ULR No.
House No. 2/2B, Near VishalMlega Mart, Report Date 25/10/2022
1 Floor, Bhawan Ram Mandir. Civil Your Ref. No.
: GIL-SIL JV/DFCC/202D/QAOCI
22-23/0||, Dt.27/08/2022
Lines. Prayagraj- 211001, Vtar Pradesh
Date of Reccipt 29/08/2022

Periodof Testing 30/08/2022 - 28/09/2022

Sample Description : TMT Steel 25mm dia (Source;- RASHMIMETALIKS)

Railway involving
Name of Project Design andConstruction of Civil, Structure and Track Works for Double Line
Formation in Embankments/ Cuttings, Ballast on formation, Track Works, Bridges, Structures,
Buildings, Yards, Integration with IR existing Railway System and Testing andCommissioning on
Design-Build Lump-Sum Basis for Mughal Sarai-New Karchana Station (including) of Eastern
Dedicated Freight Corridor Project (Contract Package-202).
Invoice No. 702922005839

Test Units Clause No. Test Method Results Requirement

S. Na. IS 1786:2008 RA-2018
Amendment-4
(Grade Fe-500D)
Discipline :Chemical
Group :Metals & Alloys
C1. 4.2 IS228 (Pt-l):1987 RA-2018 0.20 0.25 Max.
1. Carbon % by mass
% by mass Cl. 4.2 IS 228 (Pt-9):1989 RA-2019 0.026 0.040 Max.
Sulpbur
3. % by mass C1. 4.2 IS 228 (Pt-3):1987 RA-20 18 0.029 0.040 Max.
Phosphorus
% by mass C1. 4.2 IS 1786:2008 RA-2018 0.055 0.075 Max.
4. SulphurPhosphorus
IS 1786:2008 RA-2018 0.31 0.50Max.
5. Carbon Equivalent % by mass C1. 4.2

Discipline :Mechanical
Group :Mechanical Properties of Metals
1. Yield Stress/0.2% Proof N/mm? Cl. 8.1, T-3 IS 1608(Part-1 ):2022 599.2 500 Min.
Stress
2. Tensile Strength N/mm² CI. 8.1, T-3 IS 1608(Part-l ):2022 721.5 Not less than 565

3. TSAYS Ratio CI. 8.1, T-3 By Calculation 1.20 1.10 Min.

4. Elongation % C1. 8.1.T-3 IS 1608(Part-):2022 19.3 16 Min.

(Ongauge length 5.65VA,
Where A-Cross Sectional
Area)
Total Elongation at % C1. 8.1.T-3 IS 1608(Part-l ):2022 6.8 5 Min.
Maximum Force (On gauge
length 5.65VA, Where
A-Cross Sectional Area)
6. Bend Test CI, 9.3, T-4 IS 1599:2019 Satistactory There is no rupture or
cracks visible on the bent
portion.
7. Rebend Test CI. 9.4,T IS 1786:2008 RA-2018 Satistactory There is no rupture or
9.4.1 cracks visible on the rebent
portiou.
8. Nominal Mas Kg/mtr CI. 7.2, T-2 IS 1786:2008 RA-2018 3.960 3.85043%
Sr. Anaiyst
Remarks:-The sample conforms to the IS 1786:2008 RA-20 18 upto Amendment-4 for Grade Fe-500D w.r.t. to the above tests. h
**End of Report**
Ronewed By: Authorlsed Signatory
(1) The resuits listed refer only to tested samples and applicable parameters. Endorsement of product is neither inferred nor implied.
(2) Total iability of our Lab is limited to the invoiced amount.
(3) Samples will be destroyed after 30 days from the date of test report unless otherwise specified.
(4) This report is not to be reproduced wholly or in part and cannot be used as an evidence in the court of Law and should not be
used in any advertising media without our speclal permisslon in writing
(5) Report refer to the sample submitted to us and not drawn by us unless mentioned otherwise.
AN ISO 9001:2015/BIS RECOGNISED LABORATORY
HG Page 1/1
 GCREDlTATIO ME TESTING LAB PVT. LTD.
(AN ISO 9001:2015, 14001:2015 & NABL Accredited Lab)
Plot No. :78, Udyog Kendra Extn.-1, Gautam Budh Nagar, Noida (U.P.)
ICAB
GURGAON OFFICE: ALLAHABAD OFFICE
TC-6499
Shop No. 17, Sec-106, Opposite of Shakti Nagar in front of Bara Chaka Gate
ATS Koc0on Society Gurgaon Hr. FCI Road, Naini Allahabad 211008 (U.P)
E-mail : metlgnoida@gmail.com / Website:metestinglab.com
Contact - + 91-9891530018, 9266678840,41,43
TEST REPORT

ULR No.: TC-549921000009136F

Description of sample: TMT Steel bar 8mm dia Grade: Fe 500D Report No.. METL/270821/117
Ref.:GIL-SIL]V/DFCC/202D/QAQC/21-22/16 Source: Ramipur Stock Yard Date of Receipt: 27/08/2021
Sample Condition: Good Letter Date: 26/08/2021 Date of Testing: 27-28/08/2021
Sub: Design and Construction of Civil Structure and Track Works for Double Line Date of Reporting: 28/08/2021
Railway involving formation in Embankments/Cuttings, Ballast on formation, Track
Works, Bridges, Structure, Buildings, Yards, Integration with IR existing Railway
ystem and Testing &Commissioning on Design-Build Lump-Sum Basis for New
Karchana Station (Excluding)- New Bhaupur station (Excluding) of Eastern
dedicated Freight Corridor Project (Contract Package -202):
Issue to:
GMR Infrastructure Limited
Shedev Degree College
Ramaipur Kanpur
Uttar Pradesh-208011

S
Test Parameter
Requirement as per
No. Test Method Test Result IS: 1786:2008, R: 2017
Grade: Fe 500D
A Physical Characteristics
1 Mass, Kg/ mtr. IS: 1786-2008, Amd.3,Reaff:2017 0.396 0.395 +7%
2, Yield Stress, N/mm² IS: 1608-2005, Reaff: 2018 546.26 500 Min.
3 Tensile Strength, N/mm? IS: 1608-2005, Reaff: 2018 649.93 565 Min.
TS/YS Ratio By Calculation 1.19 >1.10
5. Elongation, % IS: 1608-2005, Reaff: 2018 22.82 16.0 Min.
6.
Bend Test No Transverse Crack In the bent
IS: 1599-2019
Satisfactory portion
7
Re-bend Test IS: 1786-2008Amd.3, Reaff:2017 No Fracture In the Re-bent
Satisfactory portion
B Chemical Characteristics
1. Carbon,% IS: 228 (P-I)-1987, Reaff. 2018 0.15 0.25 Max.
2 Sulphur, % IS: 228 (P-IX)-1989, Reaff. 2014 0.024 0.040 Max.
3. Phosphorus, % IS: 228 (P-III)-1987, Reaff. 2018 0.026 0.040Max.
4. Sulphur + Phosphorus, % By Calculation 0.050 0.075Max.
Remarks: with respect to above tested parameters, sample meets the requirement of specification. G

Authaised Signatory
1.The Result llisted refer only to the tested samples and applicable parameters endorsement of product is inferred nor implied.
2. Total liability of our Lab. ls limited to the Involced Amount.
3. Samples will be destroyed after 10 Days/30 Days from the data lssue of
test report.
4. This report is not be reproduced wholly or in part and cannot be used as an evidence in the court of law and should not be used in any
Advertising media without our special permission in wrltting.
 CRE TATIOA METESTING LAB PT. LTD.
(AN ISO 9001:2015, 14001:2015 & NABL Accredited Lab)
Plot No. :78, Udyog Kendra Extn.-1, Gautam Budh Nagar, Noida (U.P.)
IGAB GURGAON OFFICE: ALLAHABAD OFFICE
TC-6499
Shop No. 17, Sec-106, Opposite of Shakti Nagar in front of Bara Chaka Gate
ATS Koc0on Society Gurgaon Hr. FCIRoad, Naini Allahabad 211008 (U.P.)
E-mal :metignoida@gmail.com / Website : metestinglab.com
Contact -+ 91-9891530018, 9266678840,41,43

TEST REPORT

ULR No.: TC-549921000009137F

Description of sample: TMT Steel bar 10mm dia Grade: Fe 500D Report No.: METL/270821/118
Ref.: GIL-SIL JV/DFCc/202D/QAQC/21-22/16 Source: Ramipur Stock Yard Date of Receipt: 27/08/2021
Sample Condition: Good Letter Date: 26/08/2021 Date of Testing: 27-28/08/2021
Sub: Design and Construction of CivilStructure and Track Works for Double Line Date of Reporting: 28/08/2021
Railway involving formation in Embankments/Cuttings, Ballast on formation, Track
Works, Bridges, Structure, Buildings, Yards, Integration with IR existing Railway
ystem and Testing &Commissioning on Design-Build Lump-Sum Basis for New
Karchana Station (Excluding) - New Bhaupur station (Excluding) of Eastern
dedicated Freight Corridor Project (Contract Package -202):
Lssue to:
GMR Infrastructure Limited
Shedev Degree College
Ramaipur Kanpur
Uttar Pradesh-208011

Requirement as per
Test Parameter Test Method Test Result IS: 1786:2008, R: 2017
No.
Grade: Fe 500D
A. Physical Characteristics
1 Mass, Kg/ mtr. IS: 1786-2008, Amd.3,Reaff:2017 0.616 0.617 ±7%
2 Yield Stress, N/mm² IS: 1608-2005, Reaff: 2018 561.59 500 Min.
Tensile Strength, N/mm² IS: 1608-2005, Reaff: 2018 668.69 565 Min.
TS/YS Ratio By Calculation 1.19 21.10
5 Elongation, % IS: 1608-2005, Reaff: 2018 21.29 16.0 Min.
6. No Transverse Crack In the bent
Bend Test IS: 1599-2019
Satisfactory portion
7. No Fracture In the Re-bent
Re-bend Test IS: 1786-2008Amd.3, Reaff:2017 Satisfactory portion
B. Chemícal Characteristics
1. Carbon,% IS:228 (P-I)-1987, Reaff.2018 0.13 0.25 Max.
2, Sulphur, % IS: 228 (P-IX)-1989, Reaff. 2014 0.022 0.040 Max.
3. Phosphorus, % IS: 228 (P-I)-1987,Reaff. 2018 0.024 0.040Max.
4. Sulphur + Phosphorus, % By Calculation 0.046 0.075Max.
Remarks:with respect to above tested parameters, sample meets the requirement of specification. ING,
LAS
Sign.
Authorised Signatory
1. The Result listed refer only to the tested samples and appllcable parameters endorsement of product is inferred nor implied.
2. Total liability of our Lab. Is limited to the involced Amount.
3. Samples willbe destroyed after 10 Days/30 Days from the data lssue of test report.
4. This report is not bereproduced wholly orin part and cannot be used as anovidence in the court of law and should not be used in any
Advertising media without our special permisslon in wrltting.
 ME TESTING LAB PVT. LTD.
Lab)
CREDIA Accredited
(AN ISO 9001:2015, 14001:2015 & NABL
Budh Nagar, Noida (U.P.)
Gautam
Plot No. :78, Udyog Kendra Extn.-1,
ALLAHABAD OFFICE:
I1CAB GURGAON OFFICE:
Shakti Nagar in front of Bara
Chaka Gate
ro-6499 Shop No. 17, Sec-106, Opposite of FCI Road, Naini Allahabad 211008 (U.P.)
ATS Kocoon Society Gurgaon Hr.
E-mall :metlgnolda@gmal.com /Website : metestinglab.com
9266678840,41,43
Contact - +91-9891530018,

TESTREPORT

ULR No.:TC-549921000009138F
Report No.: METL/270821/119
Grade: Fe 500D
Descriptionof sample: TMT Steel bar 20mm dia Date of Receipt: 27/08/2021
Ref.: GlL-SIL JV/DFCC/202D/QAQC/21-22/16 Source: Ramipur Stock Yard
Letter Date: 26/08/2021 Date of Testing: 27-28/08/2021
Sample Condition: Good
Date of Reporting: 28/08/2021
Sub: Design and Construction of CivilStructure and Track Works for Double Line
Railway involving formation in Embankments/Cuttings, Ballast on formation, Track
Works, Bridges, Structure, Buildings, Yards, Integration with IR existing Railway
ystem and Testing &Commissioning on Design-Build Lump-Sum Basis for New
Karchana Station (Excluding) - New Bhaupur station (Excluding) of Eastern
dedicated Freight Corridor Project (Contract Package -202):
Issue to:
GMR Infrastructure Limited
Shedev Degree College
Ramaipur Kanpur
Uttar Pradesh-208011

Requirement as per
S. Test Method Test Result IS: 1786:2008, R: 2017
Test Parameter Grade: Fe 500D
No.

A Physical Characteristics
IS: 1786-2008,Amd.3,Reaff:2017 2.474 2.47 +3%
1 Mass, Kg/ mtr. 500 Min.
IS: 1608-2005, Reaff: 2018 557.35
2. Yield Stress, N/mm? S65 Min.
IS: 1608-2005, Reaff: 2018 653.87
3. Tensile Strength, N/mm²
1.17 >1.10
TS/YS Ratio By Calculation
20.95 16.0 Min.
5 Elongation, % IS: 1608-2005, Reaff: 2018
No Transverse Crack In the bent
6.
Bend Test
IS: 1599-2019 Satisfactory portion
No Fracture In the Re-bent
7.
Re-bend Test IS: 1786-2008Amd.3, Reaff:2017 Satisfactory portion

B Chemical Characteristics
IS: 228 (P-)-1987, Reaff. 2018 0.14 0.25 Max.
1 Carbon,% 0.040 Max.
IS: 228 (P-IX)-1989, Reaff. 2014 0.023
Sulphur,%
2
0.025 0.040Max.
Phosphorus,% IS: 228 (P-III)-1987, Reaff. 2018
3 0.075Max.
By Calculation 0.048
4. Sulphur + Phosphorus, % KING
Remarks: with respect to above tested parameters, sample meets the requirement of specification.
kkkkkkkkk*

Reviewed. Authorised Signatory

product is inferred nor implied.

samples and applicable parameters endorsement of
1. The Result listed refer only to the tested
2. Total liability of our Lab. is limited to the invoiced Amount.
3. Samples will be destroyed after 10 Days/30 inDays from the data lssue of test report. court of law and should not be used in any
report is not be reproduced whollv or part and cannot be used as an evidence in the
4. This
Advertising media without our specialpermission in writting.
 ACC
aEDITA

0BAL Og ME TESTING LABNABLPVT. LTD.

Accredited Lab)
(AN ISO 9001:2015, 14001:2015 &
lot No. :78, Udyog Kendra Extn.-1, Gautam Budh Nagar, Noida (U.P.)
GURGAON OFFICE ALLAHABAD OFFICE
`hop No. 17, Sec-106, Opposite of Bara Chaka Gate
ShaktiNagar in front of
ATS Kocoon Society Gurgaon Hr. FCIRoad, Naini Allahabad 211008 (U.P.)
TC-54g9
E-mail :metlgnoida@gmal.com / Website : metestinglab.com
Contact - + 91-9891530018, 9266678840,41,43
TEST REPORT

Description of Sample: TMT Steel bar 10mm dia. Grade:- Fc500D Make: Rashmi Metaliks ULR NO.:-TC549921000006810F
Ref. No:-GlL-SIL Report No.: METL/270521/105
/DFCC/202D/QAQC/21-22/04
Sub:- Design and Constructionof Civil, Structures and Track Works for
Letter Date: 26/05/2021 Date of Receipt: 27/05/2021
Double Line Railway Date of Testing: 27-29/05/2021
involing formation in Embankments/Cuttings, Ballast on formation,Track Works, Date of Reporting: 29/05/2021
Strucures, Buildings,Yards, Integration with IR existing Railway system and TestingBridges,
&
.issioning on Design-Build Lump-Sum Basis for New Karchana section (Excluding) New
upur Station (Excluding) of Eastern Dedicated Freight Corridor Project (Contract
202). Package
Invoice No.: 702921000576, 702921001631,
0ssue to:
7029210016420
GMR GIL - SiL J
GMR Infrastructure Limited
Shedev degree college Ramaipur,
Kanpur, Uttar Pradesh-208011

S. o. Test Parameter Test Method Test Result Requirement as per

IS: 1786:2008, R: 2017
Grade: Fe 500D
A, Physical Characteristics
1 Mass, Kg/ mtr. IS: 1786-2008, Amd.3, Reaff: 2017 0.612 0.617± 7%
2. Yield Stress, N/mm? IS: 1608-2005, Reaff: 2018 545.70 500 Min.
3 Tensile Strength, N/mm? IS: 1608-2005, Reaff: 2018 654.84 565 Min.
4 TS/YS Ratio By Calculation 1.20 2 1.10
5. Elongation, % IS: 1608-2005, Reaff: 2018 20.54 16.0 Min.
Bend Test IS: 1599-2019 Satisfactory No Transverse Crack In the
bent portion
7. Re-bendTest IS: 1786-2008Amd.3, Reaff:2017 Satisfactory No Fracture Inthe Re-bent
portion
B. Chemical Characteristics
1 Carbon,% IS: 228 (P-)-1987, Reaff. 2018 0.18 0.25 Max.
2 Sulphur, % IS: 228 (P-IX)-1989, Reaff. 2014 0.025 0.040Max.
Phosphorus,% IS: 228 (P-1I)-1987, Reaff. 2018 0.023 0.040 Max.
By Calculation 0.048 0.075 Max.
4. Sulphur + Phosphorus, %
Remark: - Withrespect to above tested parameters, sample meets the requirement of specification.
NGLA9
Auth.
Sign
Reieed
Authorised Signatory
parameters endorsement of product is inferred nor implied.
1. The Result listed refer only to thetested samples and applicable
2. Total liability of our Lab. is limited to the involced Amount.
3. Samples will be destroyed after 10 Days/30 Days from the databelssue of test report. any
cannot used as an evidence in the court of law and should not be used in
4. This report is not be reproduced wholly or in part and
Advertising media without our speclal permission In wrltting.
 ME TESTING LAB PVT. LTD.
CREDlTATI o, (AN ISO 9001:2015, 14001:2015 & NABL Accredited Lab)
(U.P.)
Plot No.:78, Udyog Kendra Extn,-1, Gautam Budh Nagar, Noida
ALLAHABAD OFFICE :
sGURGAON OFFICE: in front of Bara Chaka Gate
Shop No. 17, Sec-106, Opposite of ShaktiNagar
ATS Koc0on Society Gurgaon Hr. FCIRoad, Naini Allahabad 211008 (U.P.)
metestinglab.com
E-mail: metlgnoida@gmail.com /Website :
T0-BA99
Contact - +91-9891530018, 9266678840,41,43

TEST REPORT

ULR No.:- TC54992100000681 2F

Make: Rashmi Metaliks
Description of Sample: TMT Steel bar 12mm dia. Grade:- Fe500D Report No.: METL/27052 1/107
Ref. No:-GlL-SIL ]V/DFCC/202D/QAQC/21-22/04 Letter Date: 26/05/2021 Date of Receipt: 27/05/2 021
Date of Testing: 27-29/05/2021
Double Line Railway
Sub:- Design and Construction of Civil, Structures and Track Works for Date of Reporting: 29/05/2021
involking formation in Embankments/Cuttings, Ballast on formation, Track Works, Bridges,
Structures, Buildings, Yards, Integration with IR existing Railway system and Testing &
missioning on Design-Build Lump-Sum Basis for New Karchana section (Excluding) New
pur Station (Excluding) of Eastern Dedicated Freight Corridor Project (Contract Package
202).
Invoice No.: 702921000713, 702921000709, 70292100733
Issue to:
GMR GIL- SIL JV
GMR Infrastructure Limited
Shedev degree college Ramaipur,
Kanpur, Uttar Pradesh-208011
S. No. Test Parameter Test Method Test Result Requirement as per
IS: 1786:2008, R: 2017
Grade: Fe 500D

A Physical Characteristics
1. Mass, Kg/ mtr. IS: 1786-2008, Amd.3,Reaff.:2017 0.884 0.888+ 5%
2 Yield Stress, N/mm2 IS: 1608-2005, Reaff: 2018 556.51 500 Min.
3. Tensile Strength, N/mm² IS: 1608-2005, Reaff: 2018 667.81 565 Min.
4 TS/YS Ratio By Calculation 1.20 >1.10
5 Elongation, % IS: 1608-2005, Reaff: 2018 20.28 16.0 Min.
6 Bend Test IS: 1599-2019 Satisfactory No Transverse Crack In the
bent portion
7 Re-bend Test IS: 1786-2008Amd.3, Reaff:2017 Satisfactory No Fracture In the Re-bent
portion
B Chemical Characteristics
1 Carbon,% IS: 228 (P-)-1987, Reaff. 2018 0.17 0.25 Max.
2. Sulphur, 9% IS: 228 (P-IX)-1989, Reaff. 2014 0.027 0.040 Max.
3. Phosphorus, % IS: 228 (P-I11)-1987, Reaff. 2018 0.023 0.040 Max.
4. Sulphur + Phosphorus, % By Calculation 0.030 0.075 Max.
Remark: -With respect to above tested parameters, sample meets the requirement of specification.

6TINC

Authorised SigHatory
1. The Result listed refer only to the tested
2. Total liability of our Lab. is limited to the samples and applicable parameters endorsement of product is inferred nor implied.
Involced Amount.
3.Samples willbe destroyed after 1O Days/30 Days
4. This report is not be reproduced wholly or in partfrom the data issue of test report.
and cannot be
Advertising media without our special permission in writting. used an evidence in the court of law and should not be used in any
as
 KREDITAT,
ME TESTING LAB PVT. LID.
(AN ISO 9001:2015,14001:2015 &NABL Accredited Lab)
RàNo. :78,Udyog Kendra Extn.-1,Gautam Budh Nagar, Noida (U.P)
URGAON OFFICE: ALLAHABAD OFFICE :
SHop No. 17, Sec-106, Opposite of Shakti Nagar in front of Bara Chaka Gate
ATS Kocoon Society Gurgaon Hr. FCI Road, Naini Allahabad 211008 (U.P)
TC-5499
E-mal : metlgnolda@gmall.com / Website : metestinglab.com
Contact -+91-9891530018, 9266678840,41,43

TEST REPORT

Description of Sample: TMT Steclbar 12mm dia. Grade:- Fe500D Make: Rashmi Metaliks ULRNo.:- TC549921000006813F
Ref. No:-Gll-$IL JN DFCC/202D/QAQC/21-22/04 Report No.: METL/27052 1/108
Letter Date: 26/05/2021 Date of Receipt: 27/05/2021
Sub:- Design and Construction of Civil, Structures and Track Works for Double Line Railway Date of Testing: 27-29/05/2021
inoing formation in Embankments/Cuttings, Ballast on formation, Track Works, Bridges, Date of Reporting: 29/05/2021
Structures. Buildings, Yards, Integration with IR existing Railway system and Testing &
nmmissioning on Design-Build Lump-Sum Basis for New Karchana section (Excluding) New
Shaupur Station (Excluding) of Eastern Dedicated Freight Corridor Project (Contract Package
202).
Invoice No.: 702921000735, 702921000643, 702921000642
Issue to:
GMR GIL - SIL JV
GMR Infrastructure Limited
Shedev degree college Ramaipur,
Kanpur, Uttar Pradesh-208011
S. No. Test Parameter Test Method Test Result Requirement asS per
IS: 1786:2008, R: 2017
Grade: Fe 500D
A Physical Characteristics
1 Mass, Kg/ mtr. IS: 1786-2008, Amd.3,Reaff:2017 0.875 0.888+ 5%
Yield Stress, N/mm2 IS: 1608-2005, Reaff: 2018 562.26 500 Min.
Tensile Strength, N/mm2 IS: 1608-2005, Reaff: 2018 674.71 565 Min.
TS/YS Ratio By Calculation 1.20 >1.10
5 Elongation, % IS: 1608-2005, Reaff: 2018 19.84 16.0 Min.
6. Bend Test IS: 1599-2019
Satisfactory No Transverse Crack In the
bent portion
7 Re-bend Test IS: 1786-2008Amd.3, Reaff:2017
Satisfactory No Fracture In the Re-bent
portion
B Chemical Characteristics
1 Carbon,% IS: 228 (P-I)-1987, Reaff. 2018 0.13 0.25 Max.
2 Sulphur, % IS: 228 (P-IX)-1989, Reaff. 2014 0.021 0.040 Max.
3
Phosphorus,% IS: 228 (P-II1)-1987, Reaff. 2018 0.030 0.040 Max.
4 Sulphur + Phosphorus, % By Calculation 0.051 0.075 Max.
Remark: -With respect to above tested parameters, sample meets the requirenment of specification.

Auth,

Authorised Signatory
endorsement of product is inferred nor implied.
1. The Result listed refer only to the tested samples and appllcable parameters
2. Total liability of our Lab. is limíted to the involced Amount.
3. Samples will be destroyed after 10 Days/30 Days from the data issue of test report. used in any
in part and cannot beused as an evidence in the court of law and should not be
4. This report is not be reproduced wholly
Advertising media without our special permission in writting.
 ME TESTING LAB PVT. LTD.
REDI ATIOA Accredited Lab)
AN ISO 9001:2015, 14001:2015 & NABL
Nagar, Noida (U.P.)
:78, Udyog Kendra Extn.-1, Gautam Budh
ALLAHABAD OFFICE :
CRGAON OFFICE:
hob No. 17, Sec-106, Opposite of Shakti Nagar in front of Bara Chaka Gate
ATS Kocoon Society Gurgaon Hr. FCIRoad, NainiAllahabad 211008 (U.P.)
E-mail : metlgnoida@gmail.com /Website : metestinglab.com
9266678840,41,43
Contact - + 91-9891530018,

TEST REPORT

Description of Sample: TMT Steel bar 16mm dia. Grade:- Fe500D Make: Rashmi Metaliks ULR No.:- TC549921000006815F
Ref. No:-GIL-SIL JV/DFCC/202D/QAQC/21-22/04 Report No.: METL/270521/110
Letter Date: 26/05/2021 Date of Receipt: 27/05/202 1
Sub:- Design and Construction of Civil, Structures and Track Works for Double Line Railway Date of Testing: 27-29/05/2021
involving formation in Embankments/Cuttings, Ballast on formation, Track Works, Bridges, Date of Reporting: 29/05/2021
Strucures, Buildings, Yards, Integration with IR existing Railway system and Testing &
Commissioning on Design-Build Lump-Sum Basis for New Karchana section (Excluding) New
Shaupur Station (Excluding)of Eastern Dedicated Freight Corridor Project (Contract Package
202).
Invoice No.: 702921000460, 70292 1000394, 702921000396
Issue to:
GMR GIL- SIL JV
GMR Infrastructure Limited
Shedev degree college Ramaipur,
Kanpur, Uttar Pradesh-208011
S. No. Test Parameter Test Method Test Result Requirement as per
IS: 1786:2008, R: 2017
Grade: Fe 500D
A Physical Characteristics
1 Mass, Kg/ mtr. IS: 1786-2008, Amd.3,Reaff:2017 1.574 1.58+ 5 %
2. Yield Stress, N/mm? IS: 1608-2005, Reaff: 2018 575.56 500 Min.
3. Tensile Strength, N/mm2 IS: 1608-2005, Reaff: 2018 684.92 565 Min.
4
TS/YS Ratio By Calculation 1.19 >1.10
5 Elongation, % IS: 1608-2005, Reaff: 2018 18.86 16.0 Min.
6. Bend Test IS: 1599-2019
Satisfactory No Transverse Crack In the
bent portion
7 Re-bend Test IS: 1786-2008Amd.3, Reaff: 2017 Satisfactory No Fracture In the Re-bent
portion
B Chemical Characteristics
1 Carbon,% IS: 228 (P-I)-1987, Reaff. 2018 0.19 0.25 Max.
2 Sulphur, % IS: 228(P-IX)-1989, Reaff. 2014 0.025 0.040 Max.
3 Phosphorus, % IS: 228 (P-lII)-1987, Reaff. 2018 0.029 0.040 Max.
4 Sulphur + Phosphorus,% By Calculation 0.054 0.075 Max.
Remark: -With respect to above tested parameters, sample meets the requirement of specification.
NG
Auth.

Authorised Sighatory
implied.
parameters endorsement of product is inferred nor
1. The Result listed refer only to the tested samples and applicable
the invoiced Amount.
2. Total liability of our Lab. is limited to the data issue of test report.
3. Samples will be destroyed after 10 Days/30 Days from cannot be used as an evidence in the court
of law and should not be used in any
reproduced wholly or in part and
4. This report is not be
Advertising media without our special permission in writting.
 ME TESTING LAB PVT. LTD.
REDIATIO AN ISO 9001:2015, 14001:2015 & NABL Accredited Lab)
I0No. : 78, Udyog Kendra Extn.-1, Gautam Budh Nagar, Noida (U.P.)
aitGAON OFFICE : ALLAHABAD OFFICE:
9hop No. 17, Sec-106, Opposite of Shakti Nagar in front of Bara Chaka Gate
ATS Kocoon Society Gurgaon Hr. FCIRoad, Naini Allahabad 211008 (U.P.)
TC-5499
E-mail : metlgnoida@gmail.com /Website :metestinglab.com
Contact -+91-9891530018, 9266678840,41,43

TEST REPORT

Description of Sample: TMT Steel bar 20mm dia. Grade:- Fe500D Make: Rashmi Metaliks ULR No.:- TC549921000006817F
Ref. No:-Gll-SIL JV/DFCC/202D/QAQC/21-22/04 Letter Date: 26/05/2021 Report No.: METL/270521/112
Date of Receipt: 27/05/2021
Sub:- Design and Construction of Civil, Structures and Track Date of Testing: 27-29/05/2021
Works for Double Line Railway
involving fomation in Embankments/Cuttings, Ballast on formation, Track Date of Reporting: 29/05/2021
Structures, Buildings, Yards, Integration with IR existing Railway system andWorks, Bridges,
Testing &
Commissioning on Design-Build Lump-Sum Basis for New Karchana section (Excluding)
Rhaupur Station (Excluding) of Eastern Dedicated Freight Corridor New
D2). Project (Contract Package
Invoice No.: 702921000460, 702921000394,
Issue to: 702921000373, 702921002086, 702921002121
GMR GIL- SIL JV
GMR Infrastructure Limited
Shedev degree college Ramaipur,
Kanpur, Uttar Pradesh-208011

S. No. Test Parameter

Test Method Test Result Requirement as per
IS: 1786:2008, R: 2017
Grade: Fe 500D
A. Physical Characteristics
Mass, Kg/ mtr. IS: 1786-2008, Amd.3,Reaff:2017
2. 2.468 2.47+3 %
Yield Stress, N/mm2 IS: 1608-2005, Reaff: 2018
3 582.44 500 Min.
Tensile Strength, N/mm2 IS: 1608-2005, Reaff: 2018 687.28 565 Min.
TS/YS Ratio By Calculation 1.18 >1.10
5. Elongation, % IS: 1608-2005, Reaff: 2018 18.76
6. Bend Test 16.0 Min.
IS: 1599-2019
Satisfactory No Transverse Crack In the
7. Re-bend Test bent portion
IS: 1786-2008Amd.3, Reaff: 2017
Satisfactory No Fracture In the Re-bent
B Chemical Characteristics portion
1
Carbon,% IS: 228 (P-)-1987, Reaff. 2018 0.15
2. 0.25 Max.
Sulphur, % IS: 228 (P-IX)-1989, Reaff. 2014 0.030 0.040Max.
3
Phosphorus, % IS: 228 (P-|)-1987, Reaff. 2018 0.022
4. 0.040 Max.
Sulphur + Phosphorus, % By Calculation 0.052 0.075 Max.
Remark: - With respect to above tested parameters, sample meets the
requirement of specification.
TNG
Auth.

Authorised Signatory
1.The Result listed refer only to the tested samples and appllcable parameters endorsement of product is inferred nor implied.
2. Total liability of our Lab. is limited to the invoiced Amount.
3. Samples will be destroyed after 10 Days/30 Days from the data issue of test report.
4. This report is not be reproduced wholly or in part and cannot be used as an evidence in the court of law and should not be used in any
Advertising media without our special permission in writting.
 ADELTA
DTRLI.8/F-01
Issued to:
TESTING& RESEARCH LABORATORIES TC 74 14
Plot No.C-5, Block-C, Main Kanjawala Road
Rajiv Nagar, Delhi-110086
Mob.: +91-11-27582661.9910596777,9810479889, 9811037450
E: dtrlinfo@gmail.com,W: www.deltatestinglab.com
M/s GMR
Intrastructure Limited
Shedev Degree
TEST REPORT
College Ramaipur,
Kanpur, Uttar Pradesh- Report No. :DTRLIGEN/2512207366
20801| ULR No.
Report Date :TC741420000003756F
:04/01/2021
Your Ref. No. :GIL-SIL JV/DFCC/202D/OA
Date of Receipt QCI20-21/023, Dt. 19/12/2020
Sample Description :-TMT Steel 8 Period of :25/12/2020
Name of Work
:- Designand
nnm dia (Invoice No: Testing:25/12/2020 to 04/01/2021
Construction of Civil,
Formation in Embankments/Cuttings, 700120011989)(Source:
Structures
- Rashmi
and Track Works for Metaliks)
Ballast on formation, Track Double Line Railway involving
Buildings, Yards, Integration with IR existing
Design-Build Lump-Sum Basis for New Railway System and Works,
Testing
Bridges, Structures,
&
Corridor Project (Contract Packages Commissioning
(Excluding)of Eastern Dedicated Freight Karchana Station (Excluding) - New Bhaupur Station
on
Test
Units 202).
Test Method
Results
Requirement
IS 1786:2008 Conformity
Chemical Test Amendment-4
1. Carbon (Grade Fe-500D)
% by mass IS 228 (Pt-1):1987
Sulphur % by mass 0.22
3. IS 228 (P-9):1989 0.25 Max.
Phosphorus % by mass 0.026
0.040 Max.
Yes
4. IS228 (Pt-3):1987
5. Sulphur+Phosphorus
Carbon Equivalent
%
% by mass
IS 1786:2008
IS 1786:2008
0.018
0.044
0.040 Max.
0.075 Max.
Yes
Yes
Mechanical Test 0.32 Yes
1. Yield Stress 0.50 Max. Yes
N/mm? IS 1608 (Pt-1):2018
627.6 500 Min.
2
Tensile Strength N/mm IS 1608 (Pt-1):2018
Yes
770.4 Not less than 565
3.
TS/YSRatio Yes
By Calculation 1.227
1.10 Min.
Elongation IS 1608 (Pt-1):2018
Yes
(vn gayos length 5.65VA. 18.74
Where A-Cross Sectional 16 Min. Yes
Area)
5.
Total Elongation at %
Maximum Force IS 1608 (Pt-l):2018 6.1
5 Min.
(On gauge length 5.65NA, Yes
Where A-Cross Sectional
Area)
6 Bend Test
IS 1599:2012
Satisfactory There is no rupture or Yes
cracks visible on the bent
7. Rebend Test
IS 1786:2008 portion.
IS 1599:2012 Satisfactory There is no rupture or ess Yes
cracks visible on the rebent
8 Nominal Mass Kg/mtr. IS 1786:2008 portion.
0.374
0.395+7% Yes
Analysed By gd **Endof Report**
(1)The results listed refer only to
(2) Total liability of our Lab is
(3) Samples will be
tested samples and applicable parameters. Endorsement of product is neither
limited to the involced amount.
Authgraedsotory
interred nor implied.
destroyed
(4) This report i not to be after 30 days from the date of test report unless
reproduced wholly or in part and cannot be used as an otherwise specified.
used in any
(5) Report refer advertising media without our speclal permlssion in writing
to the sample submited
evidence in the court of Law and should not be
to us and not drawn by us unless mentioned otherwise.
KV AN ISO 9001:2015
CERTIFIED LABORATORY Page \/1
 Main Kanjawala Road
Plot No.C-5, Block-C, -110086
Rajiv Nagar, Delhi
9811037450
9910596777, 9810479889,
DELTA
TESTING &RESEARCH LABORATORIES TO {4 14
Mob.: +91-11-27582661,
E:dtrlinfo@gmail.com, W:
www.deltatestinglab.com
DTR7.8/F-01

Issued to: TEST REPORT

Report No.
:DTRL/GEN/2512207367
M's GMR Infrastructure Limited :TC741420000003757F
ULR No.
Shedev Degree College Ramaipur, : 04/01/2021
Kanpur, Utar Pradesh- 208011 Report Date
Your Ref. No. :GIL-SIL JV/DFCC202D/QA
QC/20-21/023,Dt. 19/12/2020
Date of Receipt :25/12/2020
Period of Testing:25/12/2020 to 04/01/2021

Sample Description :-TMT Steel 10 mm dia (Invoice No: 700120011996)(Source: - Rashmi Metaliks)
:- Design and Construction of Civil, Structures and Track Works for Double Line Railway involving
Name of Work
Formation in Embankments/ Cuttings, Ballast on formation, Track Works, Bridges, Structures,
Buildings, Yards, Integration with IR existing Railway System and Testing & Commissioning on
Design-Build Lump-Sum Basis for New Karchana Station (Excluding) New Bhaupur Station
(Excluding) of Eastern Dedicated Freight Corridor Project (Contract Packages 202).
S. Test Units Test Method Results Requirement Conformity
No.
IS 1786:2008
Amendment-4
(Grade Fe-500D)
Chemical Test
% by mass IS228 (Pt-1):1987 0.19 0.25 Max. Yes
Carbon
% by mass IS 228 (Pt-9):1989 0.013 0.040 Max. Yes
Sulphur
% by mass IS 228 (Pt-3):1987 0.033 0.040 Max. Yes
3 Phosphorus
% IS 1786:2008 0.046 0.075 Max. Yes
4 Sulphur+Phosphorus
Carbon Equivalent zz
% by mass IS 1786:2008 0.32 0.50 Max. Yes

Mechanical Test
N/mm? IS 1608(Part-1):2018 685.6 500 Min. Yes
1. Yield Stress
N/mm² IS 1608(Part-1):2018 762.3 Not less than 565 Yes
2 Tensile Strength
3 TS/YS Ratio By Calculation 1.111 1.10 Min. Yes

% IS 1608(Part-1):2018 20.45 16 Min. Yes

Elongation
(On gauge length 5.65NA, Where
A-Cross Sectional Area)
% IS 1608Part-1):2018 6.3 5 Min. Yes
Total Elongation at Maximum
Force(On gauge length 5.65VA,
Where A-Cross Sectional Area) Yes
6. Bend Test IS 1599:2012 Satisfactory There is no rupture or
cracks visible on the
bent portion.
IS 1786:2008 Satisfactory There is no rupture or Yes
7 Rebend Test
IS 1599:2012 cracks visible on the
rebent portion.
IS 1786:2008 0.587 0.617+7% Yes
Nominal Mass Kg/mtr
**End of Report**

Dali

Analysed By
Authorbebsory
(1) The results listed refer only to tested samples and appllcable parameters. Endorsement of product is neither inféred nor implied.
(2) Total liability of our Lab is limited to the involced amount.
(3) Samples willbe destroyed after 30days from the date of test report unless otherwise specified.
(4) This report is not to be reproduced wholly or in part and cannot be used as an evidence inthe court of Law and should not be
used in any advertising media without our speclal permisslon In writing
(5) Report refer to the sample submitted to us and not drawn by us unless mentioned otherwise.

KV AN ISO 9001:2015 CERTIFIED LABORATORY Page 1/1

 Plot No.C-5, Block- C, Main Kanjawala Road
Rajiv Nagar, Delhi -110086

DTRL7.8/F-0t DELTA
TESTING & RESEARCH
LABORATORIES IC7A14
Mob.: +91-11-27582661, 9910596777,9810479889, 9811037450
E: dtrlinfo@gmail.com, W: www.deltatestinglab.com
Issued to:
M/s GMR Infrastructure
Limited TEST REPORT
Shedev Degree College Ramaipur. Report No. :DTRL/GEN/2512207368
Kanpur, Uttar Pradesh- 208011 ULR No. :TC741420000003758F
Report Date : 04/01/2021
Your Ref. No. :GIL-SIL JV/DFCCI202D/QA
QC/20-21/023, Dt. 19/12/2020
Date of Receipt :25/12/2020
Period of Testing:25/12/2020 to 04/01/2021
Sample Description :- TMT Steel 12 mm dia (Invoice No:
Name of Work 700120014085)(Source: - Rashmi Metaliks)
:- Design and Construction of Civil, Structures and Track Works for Double Line Railway involving
Formation in Embankments/ Cuttings, Ballast on formation, Track Works, Bridges, Structures,
Buildings, Yards, Integration with IR existing Railway System and Testing &
Design-Build Lump-Sum Basis for New Karchana Station (Excluding) New Commissioning
Bhaupur Station
on
(Excluding) of Eastern Dedicated Freight Corridor Project (Contract Packages 202).
Test Units Test Method Results Requirement
No.
IS 1786:2008
Conformity
Amendment-4
Chemical Test (Grade Fe-500D)
1. Carbon % by mass IS228 (Pt-1):1987 0.15 0.25 Max. Yes
2. Sulphur % by mass IS 228 (Pt-9):1989 0.025 0.040 Max. Yes
3. Phospborus % by mass IS228 (Pt-3):1987 0.020 0.040 Max. Yes
SulphurtPhosphorus IS 1786:2008 0.045 0.075 Max. Yes
5. Carbon Equivalent % by mnass IS 1786:2008 0.25 0.50 Max. Yes
MechanicalTest
1. Yield Stress N/mm? IS 1608(Part-1):2018 510.5 500 Min. Yes
2. Tensile Strength N/mm² IS 1608(Part-1):2018 596.0 Not less than 565 Yes
3. TS/YS Ratio By Calculation 1.167 1.10 Min. Yes
Elongation % IS 1608(Part-1):2018 23.81 16 Min. Yes
(On gauge length 5.65VA, Where
A-Cross Sectional Area)
S. Total Elongation at Maximum % IS 1608(Part-1):2018 6.5 5 Min. Yes
Force(On gauge length 5.65NA,
Where A-Cross Sectional Area)
6 Bend Test IS1599:2012 Satisfactory There is no rupture or Yes
cracks visible on the
bent portion.
There is no rupture or Yes
7. Rebend Test IS 1786:2008 Satisfactory cracks visible on the
IS 1599:2012
rebent portion.
IS 1786:2008 0.849 0.888+5% Yes
8 Nominal Mass Kg/mtr
**End of Report**

Delhi

Authoe
Analysed By and applicable parameters. Endorsement of product is
neither inferred nor implied.
listed refer only to tested samples
(1)The resuts limited to the involced amount.
(2)Total liability of our Lab is report unless otherwise specified.
after 30 days from the date of test Law and should not be
(3) Samples wilW be destroyed reproduced wholly or In part and cannot be used as an evidence in the court of
(4)This report is not to be without our speclal permisslon in writing mentioned otherwise.
used in any advertising media submitted to us and not drawn by us unless
(5)) Report refer to the sample Page 1/1
AN ISO 9001:2015 CERTIFIED LABORATORY
KV
 Plot No.C-5, Block-C, Main Kanjawala Road

DTRU7.8/F-01
Issued to:
M/s GMR
DELTA
TESTING & RESEARCH
LABORATORIES TC 74 14
Rajiv Nagar, Delhi -110086
Mob.: +91-11-27582661, 9910596777, 9810479889, 9811037450
E:dtrlinfo@gmail.com, W: www.deltatestinglab.com

Infrastructure Limited
Shedev Degree TEST REPORT
College Ramipur.
Kanpur, Uttar Pradesh- Report No. :DTRL/GEN/2512207368
208011 ULR No. :TC741420000003758F
Report Date : 04/01/2021
Your Ref. No. :GIL-SIL JV/DFCC/202DIQA
QCI20-21/023, Dt. 19/12/2020
Date of Receipt :25/12/2020
Sample Description :-TMT Steel 12 mm dia (Invoice No:
Period of Testing:25/12/2020 to 04/01/202 1
Name of Work :-Design and
Construction 700120014085)(Source:
of Civil, Structures and
Formation in Embankments/ Cuttings, Ballast on Track Works
- Rashmi
Metaliks)
for Double Line Railway
involving
formation, Track Works, Bridges, Structures,
Buildings, Yards, Integration with IR existing Railway
Design-Build Lump-Sum Basis for New Karchana Station System and Testing &&
(Excluding) Eastern Dedicated Freight
of (Excluding) New Commissioning
Bhaupur Station
Corridor Project (Contract Packages 202).
on

Test
No. Units Test Method Results
Requirement
IS 1786:2008 Conformity
Chemical Test Amendment-4
1. Carbon
(Grade Fe-500D)
% by mass IS 228 (Pt-1):1987 0.15
3.
Sulphur % by mnass IS 228 (Pt-9):1989 0.025
0.25 Max. Yes
Phosphorus % by mass IS 228 (Pt-3):1987
0.040 Max. Yes
4 0.020 0.040 Max.
SulphurtPhosphorus IS 1786:2008 0.045 0.075 Max.
Yes
Carbon Equivalent % by mass IS 1786:2008 Yes
Mechanical Test 0.25 0.50 Max. Yes
1. Yield Stress N/mm? IS 1608Part-1):2018 S10.5
2, Tensile Strength N/mm? 500 Min. Yes
3.
IS 1608(Part-1):2018 596.0 Not less than 56S
TS/YS Ratio By Calculation Yes
1.167 1.10 Min. Yes
4.
Elongation % IS 1608(Part-1):2018 23.81 16 Min.
(On gauge length 5.65VA, Where Yes
A-Cross Sectional Area)
5. Total Elongation at Maximum IS 1608(Part-1):2018 6.5 5 Min. Yes
Force(On gauge length 5.65VA,
Where A-Cross Sectional Area)
6. Bend Test IS 1599:2012
Satisfactory There is no rupture or Yes
cracks visible on the
7.
bent portion.
Rebend Test IS 1786:2008
IS 1599:2012
Satisfactory There is no rupture or Yes
cracks visible on the
rebent portion.
8. Nominal Mass Kg/mtr IS 1786:2008 0.849 0.888+5% Yes

**End of Report**

Delhi

Ra
Analysed By Authorisoe
inferred nor implied.
(1) The results listed refer only to tested samples and applicable parameters. Endorsement of product is neither
(2) Total liability of our Lab is limited to the involced amount.
(3) Samnples will be destroyed after 30 days from the date of test report unless otherwise specified.
evidence in the court of Law and should not be
(4) This report is not to be reproduced wholly or in part and cannot be used as an
used in any advertising media without our speclal permission inwriting
otherwise.
(5) Report refer to the sample submitted to us and not drawn by us unless mentioned
AN ISO 9001:2015 CERTIFIED LABORATORY Page 1/1
KV
 Kanjawala Road
PlotNo.C-5, Block-C, Main -110086
Rajiv Nagar, Delhi
+91-11-27582661.9910596777. 9810479889, 9811037450
DELTA
TESTING & RESEARCH LABORATORIES TC7414
Mob.:
E: dtrlinfo@gmail.com,W:
www.deltatestinglab.com
DTRL7.8/F-01
Issued to: TEST REPORT :DTRL/GEN/25 12207369
M's GMR Infrastructure Limited Report No.
:TC741420000003759F
Shedev Degree College Ramaipur, ULR No.
Kanpur. Uttar Pradesh- 20801| Report Date :04/01/2021
Your Ref. No. :GIL-SIL JV/DFCC202D/QA
QCI20-21/023, Dt. 19/12/2020
Date of Receipt :25/12/2020
Period of Testing:25/12/2020 to 04/01/2021
Sample Description TMT Steel 20 mm dia (Invoice No: 700120014003)X(Source: - Rashmi Metaliks)
- Design and Construction of Civil, Structures and Track Works for Double Line Railway involving
Name of Work
Formation in Embankments/ Cuttings, Ballast on formation, Track Works, Bridges, Structures,
Buildings, Yards, Integration with IR existing Railway System and Testing & Commissioning on
Design-Build Lump-Sum Basis for New Karchana Station (Excluding) New Bhaupur Station
(Excluding) of Eastern Dedicated Freight Corridor Project (Contract Packages 202).

Test Units Test Method Results Requirement Conformity

IS 1786:2008
No.
Amendment-4
(Grade Fe-500D)
Chemical Test
0.20 0.25 Max. Yes
1. Carbon % by mass IS 228 (Pt-1):1987
0.021 0.040 Max. Yes
2. Sulphur % by mass IS 228 (Pt-9):1989
0.018 0.040 Max. Yes
3. Phosphorus % by mass IS228 (Pt-3):1987
0.039 0.075 Max. Yes
% IS 1786:2008
4 Sulphur+Phosphorus 0.50 Max. Yes
% by mass IS 1786:2008 0.29
Carbon Equivalent
Mechanical Test Yes
IS 1608Part-1 ):2018 566.5 500 Min.
1. Yield Stress N/mm? Not less than 565 Yes
N/mm² IS 1608Part-1):2018 685.5
2. Tensile Strength 1.210 1.10 Min. Yes
TS/YSRatio By Calculation
3. 16 Min. Yes
IS 1608(Part-1):2018 20.22
4. Elongation
(On gauge length 5.65VA, Where
A-Cross Sectional Area) 5 Min. Yes
IS 1608(Part-1):2018 6.2
5. Total Elongation at Maximum
Force(On gauge length 5.65VA,
Where A=Cross Sectional Area) There is no rupture or Yes
IS 1599:2012 Satisfactory
6. Bend Test cracks visible on the
bent portion.
There is no rupture or Yes
IS 1786:2008 Satisfactory
7. Rebend Test cracks visible on the
IS 1599:2012
rebentportion.
2.470+3% Yes
IS 1786:2008 2.470
Nominal Mass Kg/mtr
8.
**End of Report* *

Delhi

Analys&sgho Authoriset
implied.
Endorsement of product is neither infefred nor
to tested samples and appllcable parameters.
(1)The resuts listed refer onlylimited to the Involced amount.
(2) Total liability of our Lab is unless otherwise specified.
days from the date of test reportused and should not be
(3))Samples will be destroyed after 30
or In part and cannot be as an evidence in the court of Law
reproduced wholly
(4) This report is not to be media without our speclal permission In writing
used in any advertising submitted to us and not drawn by us unless mentioned otherwise.
(5) Report refer to the sample LABORATORY Page 1/1
AN ISO 9001:2015 CERTIFIED
KV
 Kanjawala Road
Plot No.C-5,Block- C, Main Delhi -110086
Rajiv Nagar,

TRLU7.8/F-01
DELTA
TESTING &RESEARCH LABORATORIES TC 7414
Mob.: +91-11-27582661,
9910596777,9810479889,
E:dtrlinfo@gmail.com, W:
9811037450
www.deltatestinglab.com

Issued to:
M's GMR Infiastructure Limited
TEST REPORT :DTRL/GEN/2512207370
Report No.
Shedev Degree College Ramaipur, ULR No. :TC741420000003760F
Kanpur, Uttar Pradesh- 20801| Report Date :04/01/2021
Your Ref. No. :GIL-SIL JV/DFCC/202D/QA
QC/20-21/023, Dt. 19/12/2020
Date of Receipt :25/12/2020
Period of Testing:25/12/2020 to 04/01/2021
Sample Description :-TMT Steel 25 mm dia (lnvoice No: 70012001398XSoure: - RashmiMetaliks)
Name of Work Design and Construction of Civil, Structures and Track Works for Double Line Railway involving
Fomation in Embankments/ Cuttings, Ballast on formation,Track Works, Bridges, Structures,
Buildings, Yards, Integration with IR existing Railway System and Testing &Commissioning on
Design-Build Lump-Sum Basis for New Karchana Station (Excluding) New Bhaupur Station
(Excluding) of Eastern Dedicated Freight Corridor Project (Contract Packages 202).
S. Test Units Test Method Results Requirement Conformity
No. IS 1786:2008
Amendment-4
(Grade Fe-500D)
Chemical Test
1. Carbon % by mass IS 228 (Pt-l):1987 0.19 0.25 Max. Yes
2 Sulphur % by mass IS 228 (Pt-9):1989 0.023 0.040 Max. Yes
3 Phosphorus % by mass IS 228 (Pt-3):1987 0.019 0.040 Max. Yes
4 SulphurPhosphorus % IS 1786:2008 0.042 0.075 Max. Yes
Carbon Equivalent % by mass IS 1786:2008 0.31 0.50 Max. Yes
Mechanical Test
1 Yield Stress Nmm? IS1608(Part-1):2018 521.9 500 Min. Yes
2. Tensile Strength N/mm? IS 1608(Part-1):2018 624.3 Not less than 565 Yes
3. TS/YS Ratio By Calculation 1.196 1.10 Min. Yes

4. Elongation % IS 1608(Part-1):2018 23.83 16Min. Yes

(On gauge length 5.65NA, Where
A-Cross Sectional Area)
5. Total Elongation at Maximum % IS 1608(Part-1):2018 6.6 5 Min. Yes
Force(On gauge length 5.65NA,
Where A-Cross Sectional Area)
IS 1599:2012 Satisfactory There is no rupture or Yes
6. Bend Test
cracks visible on the
bent portion.
IS 1786:2008 Satisfactory There is no rupture or Yes
RebendTest
IS 1599:2012 cracks visible on the
rebent portion.
IS 1786:2008 3.947 3.850+3% Yes
Nominal Mass Kg/mtr
**End of Report**

Rouha Authorishsohláe
Analysed By implied.
(1) The resuts listed refer only to tested samples and appllcable parameters. Endorsement of product is neither inferred nor
involced amount.
(2) Total liability of our Lab is limited to the unless otherwise specifled.
(3) Samples will be destroyed after 30 days from the date of test report
and cannot be used as an evidence in the court of Law and should not be
(4)This report is not to be reproduced wholy or In partpermisslon In writing
used in any advertising medla without our speclal
not drawn by us unless mentioned otherwise,
(5) Report refer to the sample submitted tO us and
Page 1/
KV AN ISO 9001:2015 CERTIFIED LABORATORY
 Kanjawala Road
Plot No.C-5,Block-, Main
Rajiv Nagar, Delhi-110086

DTR¯7.8/F-01
DELTA
TESTING & RESEARCH LABORATORIES 1C74 14
Mob.: +91-11-27582661, 9910596777,
E:dtrlinfo@gmail.com, W:
9810479889,9811037450
www.deltatestinglab.com

Issued to: TEST REPORT :DTRL/GEN/25 1220737I

Ms GMR Infrastructure Limited Report No.
Shedev Degree College Ramaipur. ULRNo. :TC74|420000003761F
Kanpur, Uttar Pradesh- 208011 Report Date :04/01/2021
Your Ref. No. :GIL-SIL JV/DFCC/202D/QA
QCI20-2 1/023, Dt. 19/12/2020
Date of Receipt :25/12/2020
Period of Testing:25/12/2020 to 04/01/2021
Sample Description :-TMT Steel 32 mm dia(Invoice No: 700120013975) (Source: - Rashmi Metaliks)
Name ofWork :- Designand Construction of Civil, Structures and Track Works for Double Line Railway involving
Formation in Embankments/ Cuttings, Ballast on formation, Track Works, Bridges, Structures,
Buildings, Yards, Integration with IR existing Railway System and Testing & Commissioning on
Design-Build Lump-Sum Basis for New Karchana Station (Excluding) - New Bhaupur Station
(Excluding) of Eastern Dedicated Freight Corridor Project (Contract Packages 202).
S. Test Units Test Method Results
No. Requirement Conformity
IS 1786:2008
Amendment-4
Chemical Test (Grade Fe-500D)
1 Carbon % by mass IS 228 (Pt-1):1987 0.17
2. 0.25 Max. Yes
Sulphur % by mass IS 228 (Pt-9):1989 0.021 0.040 Max.
3. Yes
Phosphorus % by mass IS 228 (Pt-3):1987 0.020 0.040 Max. Yes
4.
Sulphurt+Phosphorus % IS 1786:2008 0.041 0.075 Max. Yes
5. Carbon Equivalent % by mass IS 1786:2008 0.30
Mechanical Test 0.50 Max. Yes
Yield Stress N/mm? IS 1608(Part-1):2018 594.2 500 Min.
2 Tensile Strength N/mm? IS 1608(Part-1):2018 678.1 Not less than 565
Yes
3 TS/YS Ratio Yes
By Calculation 1.141 1.10 Min.
4 Yes
Elongation IS 1608Part-1):2018 18
(On gauge length 5.65VA, Where 16 Min. Yes
A-Cross Sectional Area)
Total Elongation at Maximum % IS 1608(Part-1):2018 6.0 5 Min.
Force(On gauge length 5.65VA, Yes
Where A-Cross Sectional Area)
6 Bend Test IS 1599:2012
Satisfactory There is no rupture or
cracks isible on the
Yes

7. Rebend Test bent portion.

IS 1786:2008
IS 1599:2012
Satisfactory There is no rupture or Yes
cracks visible on the
8. Nominal Mass rebent portion.
Kg/mtr IS 1786:2008 6.236 6.310+3% Yes
**End of Report**
Resea
Deihi

nalysed By
1)The results listed refer only to tested samples and Authorjsad sidhlory
applicable parameters. Endorsement of product is neither inferred nor
2) Total iability of our Lab is limited to the invoiced amount. implied.
3) Samples will be destroyed after 30 days from the date of
4) This report is not to be reproduced wholly or In test report unless otherwise specfied.
part and cannot be used as an evidence in the court of Law and should not be
used in any advertising medla without our speclal
5) Report refer to the sample submitted to us and permlsslon in writing
not drawn by us unless mentioned otherwise.
KV AN ISO 9001:2015 CERTIFIED LABORATORY Page 1/1
 ACCH
EDITA

LAB PVT.
LTD.
ATo.N ME TESTING Accredited Lab)
NABL
BO4 (AN ISO 9001: 2015,14001::2015 & Noida(U.P.)
Extn-1, Gautan Budh Nagar,
Plot No-78, Udyog Kendra Website: www.metestinglab.com
Email: info@metestinglab.com metlgnoida@gmai.com
9266679g40.41 43 Email:
Mobile : +91-9891530018,

TEST REPORT

Report No.: METL/GN/220819/04

dia. Grade: Fe 500D 22/08/2019
Description of Sample: TMT Reintorcement Steel bar 12mm
Letter Date: 21/08/2019 Date of Receipt: 02-04/09/2019
Ref. No. GIL-SIL |V/DFCC/202D/QAQC/2019-20/018 Date of Testing: 05/09/2019
Make: ]SW Date of Reporting:
Inv. No.: 7101238736
Works for Double Line
Construction of Civil, Structures and Track
Sub: Design and Embankments/Cuttings, Ballast on formation, Track
Railway invoving formation in Yards, Integration with IR existing
Railway
Works, Bridges, Structures, Buildings, on Design -Build Lump-Sum Basis for New
Commissioning
Sem and Testing & (Excluding) of Eastern Dedicated
Kana Station(Excluding) - New Bhaupur Station
Package-202):.
Freight Corridor Project (Contract
Issue to:
GMR GIL- SIL JV
GMR Infrastructure Limited
Shedev degree college Ramaipur,
Kanpur, Uttar Pradesh-208011 Requirement
Test Method Result
Test Parameter As per IS: 1786:2008, Amd.
S. No. 2, Reaff: 2017
Grade: Fe-500D

Physical Characteristics 0.888 + 5%

A. IS: 1786-2008, Amd.3, 0.884
1 Mass, Kg/mtr. Reaff:2017
500 Min
564.93
Yield Stress, N/mm² IS: 1608-2005, Reaff: 2010 565 Min.
2. 683.96
Tensile Strength, N/mm² IS: 1608-2005, Reaff: 2010 >1.10
3 By Calculation 1.21
TS/YS Ratio 16.0 Min.
4 20.80
IS: 1608-2005, Reaff: 2010 No Transverse Crack In
the
5 Elongation, % IS: 1599-2019 Satisfactory
Bend Test bend portion
6.
Satisfactory No Fracture In the Re-bend
IS: 1786-2008 Amd.3,
7 Rebend Test portion
Reaff:2017

ChemicalCharacteristics 0.168
0.25 Max.
2018
B.
Carbon,9% IS: 228 (P-I)-1987, Reaff. 0.040 Max.
1. 2014 0.024
Sulphur,% IS: 228 (P-IX)-1989, Reaff. 0.040Max.
2018 0.027
Phosphorus, % IS: 228 (P-III)-1987, Reaff. 0.075 Max.
3 By Calculation 0.051
Sulphur + Phosphorus, % of specification. I N G ,
parameters, sample meets the requirement
4
Remark: -With respect to above tested
* * * * * *k* * * * * LAS

Authortsed Signatory
parameters endorsement of product is inferred nor implied.
1. The Result listed refer only to the tested samples and applicable
Amount.
2. Total liability of our Lab. ls fimited to the invoiced
of test report.
3. Samples will be destroyed after 10 Days/30 Days from the data issue in any
This report is not be reproduced wholiy or in part and cannot be used as an evidence in the court of law and should not be used
4.
Advertising media without our special permission in writing.
 cGREollATIo,
ME TESTING LAB PVT. LTD.
(AN ISO 9001: 2015,14001: 2015 &
NABL Accredited Lab)
Plot No-78, Udyog Kendra Extn-1,
Gautam Budh Nagar, Noida (U.P.)
Email:
TG-5499
info@metestinglab.com Website: www.metestinglab.com
Mobile: +91-9891530018, 9266678840,41,43 Email : metlgnoida@gmail.com
TEST REPORT

Description of Sample: TMT Reinforcenment Steel bar 20mm dia. Grade: Fe 500D Report No.: METL/GN/220819/05
pef No. GIL-SIL ]V/DFCC/202D/QAQC/2019-20/018 Letter Date: 21/08/2019 Date of Receipt: 22/08/2019
Make: ISW Date of Testing: 02-04/09/2019
Iny. No.: 7101256012 Date of Reporting: 05/09/2019
Sub: Design and Construction of Civil, Structures and Track Works for Double Line
Railwav involving formation in Embankments/Cuttings, Ballast on formation, Track
Works, Bridges. Structures, Buildings, Yards, Integration with IR existing Railway
sm and Testing & Commissioning on Design -Build Lump-Sum Basis for New
ana Station(Excluding) - New Bhaupur Station(Excluding) of Eastern Dedicated
Freight Corridor Project (Contract Package-202):.
Issue to:

GMR GIL - SIL JV

GMR Infrastructure Limited
Shedev degree college Ramaipur,
Kanpur, Uttar Pradesh-208011
Test Method Result Requirement
S. No. Test Parameter As per IS: 1786:2008, Amd.
2, Reaff: 2017
Grade: Fe-500D

A. Physical Characteristics 2.47 + 3%

IS: 1786-2008, Amd.3, 2.468
1 Mass, Kg/mtr.
Reaff:2017
IS: 1608-2005, Reaff: 2010 574.45 500 Min
2 Yield Stress, N/mm² 565 Min.
IS: 1608-2005,Reaff: 2010 695.00
3 Tensile Strength, N/mm? >1.10
By Calculation 1.21
TS/YS Ratio 16.0Min.
IS: 1608-2005, Reaff: 2010 21.02
5 Elongation, % No Transverse Crack In the
IS: 1599-2019 Satisfactory
6 BendTest bend portion
No Fracture In the Re-bend
IS: 1786-2008 Amd.3, Satisfactory
7 Rebend Test portion
Reaff:2017

B. Chemical Characteristics 0.25 Max.

0.163
1 Carbon,% IS: 228 (P-I)-1987, Reaff. 2018 0.040 Max.
2014 0.028
2. Sulphur, % IS: 228 (P-IX)-1989, Reaff. 0.040 Max.
0,030
Phosphorus, % IS: 228 (P-III)-1987, Reaff. 2018 0.075 Max.
3. 0.058
By Calculation
4. Sulphur + Phosphorus, % specification. ING
LAS
parameters, sample meets the requirement of
Remark: -With respect to above tested
Auth
Sign,
Authorised Signgtory
is inferred nor implied.
samples and applicable parameters endorsement of product
1. The Result listed refer only to the tested
Amount.
2.Total liability of our Lab. ls limited to the invoiced
from the data issue of test report.
3. Samples will be destroyed after 10 Days/30 Days law and should not be used in any
report is not be reproduced wholly or in part and cannot be used as an evidence in the court of
4. This
Advertising media without our special permission in writing.
 G C Rol
S ATlOA
ME TESTING LAB PVT. LTD.
(ANISO 9001:2015,14001: 2015&NABL Accredited Lab)
Plot No-78, Udyog Kendra Extrn-1, Gautam Budh Nagar, Noida (U.P.)
TO5499
Email: info@metestinglab.com Website: www.metestinglatb.com
Mobile: +91-9891530018,9266678840,41,43 Email : metlgnoida@gmail.com

TEST REPORT

Report No.: METL/GN/220819/06

intion of Sample: TMT Reinforcement Steel bar 25mm dia. Grade: Fe 500D Date of Receipt: 22/08/2019
No GlL-SIL ]V/DFCC/202D/QAQC/2019-20/018 Letter Date: 21/08/2019 Date of Testing: 02-04/09/2019
e:/SW
No.: 7101575403 Date of Reporting: 05/09/2019

Design and Construction of Civil, Structures and Track Works for Double Line
Away involving formation in Embankments/Cuttings, Ballast on formation, Track
ks. Bridges, Structures, Buildings, Yards, Integration with IR existing Railway
m and Testing & Commissioning on Design -Build Lump-Sum Basis for New
ana Station(Excluding) - New Bhaupur Station(Excluding) of Eastern Dedicated
ght Corridor Project (Contract Package-202):.
ue to:
GMR GIL -SIL JV
GMR Infrastructure Limited
Shedev degree college Ramaipur,
Kanpur, Uttar Pradesh-208011
Test Method Result Requirement
S. No. Test Parameter As per IS: 1786:2008, Amd.
2. Reaff: 2017
Grade: Fe-500D
A Physical Characteristics
IS: 1786-2008, Amd.3, 3.846 3.85 3%
1. Mass, Kg/mtr.
Reaff:2017
IS: 1608-2005, Reaff: 2010 598.19 500Min
2. Yield Stress, N/mm?
IS: 1608-2005, Reaff: 2010 705.74 565 Min.
3 Tensile Strength, N/mm? > 1.10
TS/YSRatio By Calculation 1.18
4
IS: 1608-2005, Reaff: 2010 20.13 16.0 Min.
5. Elongation, %
IS: 1599-2019 Satisfactory No Transverse Crack In the
6 Bend Test
bend portion
IS: 1786-2008 Amd.3, Satisfactory NoFracture In the Re-bend
7 Rebend Test
Reaff:2017 portion
B Chemical Characteristics
IS: 228 (P-I)-1987, Reaff. 2018 0.175 0.25 Max.
1 Carbon,%
IS: 228 (P-IX)-1989, Reaff. 2014 0.021 0.040 Max.
Sulphur,%
2
IS: 228 (P-III)-1987, Reaff. 2018 0.024 0.040 Max.
3. Phosphorus, %
By Calculation 0.045 0.075 Max.
4. Sulphur +Phosphorus, %
Remark: -With respect to above tested parameters, sample meets the requirement of specification.
*****k *****% **

Anh.
AuthorisedSighatory
1. The Result listed refer only to the tested samples and appllcable parameters endorsement of product is inferred nor implied.
2. Total liability of our Lab. ls limited to the Involced Amount.
3. Samples wll be destroyed after 10 Days/30 Days from the data lssue of test report.
4.This report is not be raproduced wholly or In part and cannot be used as an evildence in the court of law and should not be used in any
Advertising medla without our speclal permlsslon in writing.
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TEST REPORT

Report No.: METL/GN/220819/07

dia. Grade: Fe 500D 22/08/2019
sceription of Sanmple: TMT Reinforcement Steel bar 32mm
Letter Date: 21/08/2019 Date of Receipt:02-04/09/2019
af No. GIL-SIL JV/DFCC/202D/QAQC/2019-20/018 Date of Testing: 05/09/2019
Make: JSW Date of Reporting:
nv. No.: 7101235026
Double Line
and Construction of Civil, Structures and Track Works for
uh: Design Ballast on formation, Track
formation in Embankments/Cuttings,
ailwav involving with IR existing Railway
Buildings, Yards, Integration Lump-Sum
orks, Bridges, Structures,
Commissioning on Design -Build
Basis for New
-'stem and Testing & of Eastern Dedicated
Bhaupur Station(Excluding)
ana Station (Excluding) - NewPackage-202):.
reight Corridor Project (Contract
Ssue to:

GMR GIL - SIL JV

GMR Infrastructure Limited

Shedev degree college Ramaipur, Requirement

Kanpur, Uttar Pradesh-208011
Result 1786:2008, Amd.
Test Method As per IS:
Test Parameter 2, Reaff: 2017
S. No.
Grade: Fe-500D

6.31 + 3%
PhysicalCharacteristics 6.305
A. IS: 1786-2008, Amd.3,
Mass, Kg/mtr. Reaff:2017 500 Min
611.78
Reaff: 2010 565 Min.
IS: 1608-2005, 715.74
2 Yield Stress, N/mm2 1608-2005, Reaff: 2010
IS: >1.10
Tensile Strength, N/mm? 1.17
3. By Calculation 16.0Min.
TS/YS Ratio 20.44
4
IS: 1608-2005, Reaff: 2010 No Transverse
Crack In the
Elongation, % IS: 1599-2019
Satisfactory
5 bend portion
Bend Test Re-bend
6.
Satisfactory No Fracture In the
IS: 1786-2008 Amd.3, portion
7 Rebend Test Reaff:2017
0.25 Max.
ChemicalCharacteristics Reaff. 2018 0.169 0.040 Max.
B.
Carbon,% IS: 228 (P-I)-1987, 0.025
1 Reaff. 2014
IS: 228 (P-IX)-1989,
0.040 Max.
2 Sulphur, % Reaff. 2018 0.027
Phosphorus, % IS: 228 (P-II)-1987, 0.052
0.075 Max.
3 By Calculation
Sulphur + Phosphorus, % requirement of specification.
4
parameters, sample meets the
Remark: - With respect to above tested
k k

Autforised Signatory

nor imnplied.
tested samples and appllcable parameters endorsement of product is inferred
1. The Result llsted refer only to the
limited to the involced Amount.
2. Total liablity of our Lab. ls
Days/30 Days from the data lssue of test report. in the court of law and should not be used in any
3. Samples will be destroyed after 10 evidence
reproduced wholly or part and cannot be used as an
4. This report is not be Inwrlting.
Advertising media withoutour speclal permisslon