e-mail: [email protected] url : sunbeamlabs.com auto … rebars _ test report1.pdf · 38/6, k. m....

24
38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.: +91-124^129254, Fax: +91-124-4129751/52 E-mail: [email protected] URL : sunbeamlabs.com AUTO PVT. LTD. TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No. TEST CERTIFICATE Party Name: EPC WORLD MEDIA PVT.LTD. 301,HILTON CENTRE SECTOR-11.CBD BELAPUR, Date: 31/10/2018 Job Order No.: 810-011-1912 NAVIMUMBAI-400614 Reference No.: Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS AMBA WAS RECEIVED Date: 29.10.2018 ULR - TC676418000001660F TEST Results f As per IS:1786-2008,Fe-500 ) (Protocol:- IS: 1608:2005 .15:1599:19851 OBSERVATION REQUIRMENT DIA CHEMICAL ANALYSIS (By Emission Spectrometer) 1 Carbon 2 Sulphur 3 Phosphorus 4 Sulphur+Phosphorus FOR 16MMDIA 0.202 0.300 MAX PV + .020 0.054 0.055 MAX PV+.005 0.105 0.055 MAX PV + .005 0.159 0.105 MAX PV+.010 PHYSICAL TESTS 1 Ultimate Tensile Strength ( N / mm2 ) YFS YES 585 503 22.9 1.53 2 0.2 % Proof Stress/Yield Stress (N/mm2) 3 Elongation (%) {GL 5.65/area) 4 Bend Test 5 Rebend test 6 Mass Per Meter run (kg) (Batch) 7 Deformation & surface characteristics a. Mean Projected rib area (mnWmm length) 3.09 b. Mean Projected Area of transverse rib 3.09 (mnWmm length) 8% MORE THAN THE ACTUAL 0.2% PROOF STRESS BUT NOT LESS THAN 545 500 MIN 12 MIN YES YES SATISFACTORY TO BE SATISFACTORY SATISFACTORY TO BE SATISFACTORY 1.58 REMARKS: The above sample does not conform to IS:1786 - 2008 for grade Fe - 500 with respect to Phosphorus contents,Sulphur+Phosphorus contents,. 2.40 MIN 0.80 MIN *****End of Result*"** 1. Sample will be retained only for one month. 2. The results listed refer only to the tested samples and applicable parameter. Endorsement of product is neither inferred nor implied. 3. Total liability of our works is limited to invoiced amount. - J '_' SI L. M4 A 1.H <_*-_• . 1 *' ' \ HT - X Of. ' MunishKa- '

Upload: others

Post on 22-Aug-2020

0 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124^129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11.CBD BELAPUR,

Date: 31/10/2018 Job Order No.: 810-011-1912

NAVIMUMBAI-400614Reference No.:

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS AMBA WAS RECEIVED

Date: 29.10.2018

ULR - TC676418000001660F

TEST

Results

f As per IS:1786-2008,Fe-500 )(Protocol:- IS: 1608:2005 .15:1599:19851

OBSERVATION REQUIRMENTDIA

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

FOR 16MM DIA

0.202 0.300 MAX PV + .0200.054 0.055 MAX PV+.0050.105 0.055 MAX PV + .0050.159 0.105 MAX PV+.010

PHYSICAL TESTS

1 Ultimate Tensile Strength( N / mm2 )

YFSYES585

503

22.9

1.53

2 0.2 % Proof Stress/Yield Stress(N/mm2)

3 Elongation (%){GL 5.65 /area)

4 Bend Test5 Rebend test6 Mass Per Meter run (kg)

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mnWmm length) 3.09b. Mean Projected Area of transverse rib 3.09

(mnWmm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

YES

YES

SATISFACTORY TO BE SATISFACTORYSATISFACTORY TO BE SATISFACTORY

1.58

REMARKS: The above sample does not conform to IS:1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,Sulphur+Phosphorus contents,.

2.40 MIN0.80 MIN

*****End of Result*"**

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

- J '_' SI L. M4 A 1.H <_*-_• . 1 *'

• ' \ HT- X Of. '

MunishKa-

'

Page 2: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Date: 31/10/2018Party Name:EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11.CBDBELAPUR,NAVI MUMBAI-400614

Job Order No.: 810-011-1911

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS AMBA WAS RECEIVED

Reference No.:

Date: 29.10.2018

ULR - TC676418000001659FResults

f As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 . 13:1599:1985)

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

PHYSICAL TESTS

1 Ultimate Tensile Strength( N / mm2 )

OBSERVATION REQUIRMENTDIA

FOR 8MM DIA

0.2420.0460.0880.134

0.300 MAX PV+.0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNONO

695

2 0.2 % Proof Stress/Yield Stress(N/mm2)

3 Elongation (%)(GL 5.65/area)

4 Bend Test5 Rebend test6 Mass Per Meter run (kg)

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mrrrVmm length)b. Mean Projected Area of transverse rib

(mrrWmm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

SATISFACTORY TO BE SATISFACTORYSATISFACTORY TO BE SATISFACTORY

0.368 0.395 ± 7%

YES

YES

YES

YESYESYES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,Sulphur+Phosphorus contents,.

'End of Result*"**

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

^iMunishKaushik/*A o \Sr.Manager'- ̂

^gnatory

Page 3: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301.HILTON CENTRESECTOR-11.CBD BELAPUR,NAVIMUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1910

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS SHYAM WAS RECEIVED

Date: 29.10.2018

ResultsULR - TC676418000001658F

( As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 . 13:1599:1985)

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

PHYSICAL TESTS

1

OBSERVATION REQUIRMENTDIA

FOR 16MM DIA

CONFORMITY

0.1400.0300.0790.109

0.300 MAX PV+.0200.055 MAX PV+.0050.055 MAX PV+.0050.105 MAX PV+.010

516

24.4

Ultimate Tensile Strength{ N / mm2)

2 0.2 % Proof Stress/Yield Stress(N/mm2)

3 Elongation (%)(GL 5.65/area )

4 Bend Test5 Rebend test6 Mass Per Meter run (kg)

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mm2/mm length) 3.25b. Mean Projected Area of transverse rib 3.25

(mnWmm length)

597 8% MORE THAN THE YES8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

YES500 MIN

12 MIN

SATISFACTORY TO BE SATISFACTORYSATISFACTORY TO BE SATISFACTORY

1.55 1.58

REMARKS

YES

The above sample does not conform to IS:1786 - 2008 for grade Fe - 500 with respect to

Phosphorus contents,.

""'End of Result"*"

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

orlsed Signatory.

.

Page 4: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: I abCESsu nbeamauto.com URL : sunbeamiabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party NameiEPC WORLD MEDIA PVT.LTD301,HILTON CENTRESECTOR-11.CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018

Reference No.:

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS SHYAM WAS RECEIVED

Job Order No.: 810-011-1909

Date: 29.10.2018

ULR - TC676418000001657FResults

f As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 .15:1599:1985)

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

PHYSICAL TESTS

1

OBSERVATION iEQUIRMENTDIA

CONFORMITY

FOR 8MM DIA

0.1220.0240.0910.115

0.300 MAX PV+.02Q0.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010 YES

Ultimate Tensile Strength( N / mm2)

2 0.2 % Proof Stress/Yield Stress 581( N/mm2)

3 Elongation (%) 21.3(GL 5.65 /area}

4 Bend Test5 Rebend test6 Mass Per Meter run (kg)

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mrrWmm length) 1.13b. Mean Projected Area of transverse rib 1.13

(mm2/mm length)

8% MORE THAN THE YESACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

SATISFACTORY TO BE SATISFACTORYSATISFACTORY TO BE SATISFACTORY

0.371 0.395 ± 7%

0.96 MIN0.32 MIN

YES

YES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,.

'End of Result***"

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Munish KaushikSr.Manaeer /

Page 5: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124^129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11.CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1908

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS GOEL WAS RECEIVED

Date: 29.10.2018

ULR - TC676418000001656FResults

( As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 .13:1599:1985)

TEST OBSERVATION REQUIRMENTDIA

FOR 8MM DIA

CONFORMITY'

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon 0.1012 Sulphur 0.0253 Phosphorus 0.0564 Sulphur+Phosphorus 0.081

PHYSICAL TESTS

1 Ultimate Tensile Strength 563( N / mm2)

2 0.2 % Proof Stress/Yield Stress 503(N/mm2)

3 Elongation (%) 22.5(GL 5.65/area)

4 Bend Test5 Rebend test6 Mass Per Meter run (kg)

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mm2/mm length) 1.21b. Mean Projected Area of transverse rib 1.21

(mm2/mm length)

0.300 MAX PV+.0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

YES

YES

YES

SATISFACTORY TO BE SATISFACTORYSATISFACTORY TO BE SATISFACTORY

0.371 0.395 ± 7%

0.96 MIN0.32 MIN

YESYESYES

YESYES

REMARKS The above sample conforms to IS:1786 - 2008 for grade Fe - 500 with respect toabove test

'""End of Result*""

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Page 6: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT LTD-TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11.CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1907

Reference No.:

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS SARTHAK WAS RECEIVED

Date: 29.10.2018

ResultsULR - TC676418000001655F

TEST

( As per IS:1786-2008,Fe-500 )(Protocol :- IS: 1608:2005 . 13:1599:1985)

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

PHYSICAL TESTS

1 Ultimate Tensile Strength( N / mm2)

OBSERVATION REQUIRMENTDIA

FOR 8MM DIA

0.2160.0420.0600.102

609

CONFORMITY

0.300 MAX PV+.0200.055 MAX PV+.0050.055 MAX PV + .0050.105 MAX PV+.010

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

SATISFACTORY TO BE SATISFACTORYSATISFACTORY TO BE SATISFACTORY

0.356 0.395 ± 7%

0.96 MIN0.32 MIN

YES

2 0.2 % Proof Stress/Yield Stress 529( N/mm2)

3 Elongation (%) 22.5(GL 5.65 /area )

4 Bend Test5 Rebend test6 Mass Per Meter run (kg)

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mrrWmm length) 1.05

b. Mean Projected Area of transverse rib 1.05(mmz/mm length)

REMARKS : The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toMass Per Meter run measurment, .

"•"End of Result"*"

YESYES

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

-

Page 7: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11,CBD BELAPUR,NAVI MUMBAI-400614

Date : 31/10/2018 Job Order No.: 810-011-1906

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS MICKY WAS RECEIVED

ULR - TC676418000001654FResults

f As per IS:1786-2008.Fe-500 ){Protocol :- IS: 1608:2005 .13:1599:1985)

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

PHYSICAL TESTS

1 Ultimate Tensile Strength( N / mm2)

OBSERVATION REQUIRMENTDIA

FOR 16MM DIA

0.2400.0210.1020.123

0.300 MAX PV + .0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNONO

614

2 0.2 % Proof Stress/Yield Stress 507( N/mm2)

3 Elongation (%) 16.3

(GL 5.65/area)4 Bend Test5 Rebend test6 Mass Per Meter run (kg)

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mma/mm length) 3.09b. Mean Projected Area of transverse rib 3.09

(mmz/mm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

SATISFACTORY TO BE SATISFACTORY

SATISFACTORY TO BE SATISFACTORY

1.51 1-58 ± 5%

2.40 MIN0.80 MIN

YES

YES

YESYESYES

YESYES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,Sulphur+Phosphorus contents,.

"•"End of Result*

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

.MunishKaushik '\Sr. Manager

Page 8: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124^129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD,TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11.CBD BELAPUR,NAVIMUMBAI-400614

Job Order No.: 810-011-1905

Reference No.

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS CAPTAIN WAS RECEIVED

ULR - TC676418000001653F

TEST

Results

f As per IS:1786-2008.Fe-500 )(Protocol:- IS: 1608:2005 .13:1599:19851

OBSERVATION REQUIRMENT

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

0.1550.0360.0880.124

DIAFOR 16MM DIA

0.300 MAX PV+.0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNONO

PHYSICAL TESTS

1 Ultimate Tensile Strength( N / mm2)

611 8% MORE THAN THEACTUAL 0.2% PROOF STRESS

BUT NOT LESS THAN 545500 MIN2 0.2 % Proof Stress/Yield Stress 523

(N/mm2)3 Elongation (%} 21.3

(GL 5.65 /area )4 Bend Test5 Rebend test6 Mass Per Meter run (kg)

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mma/mm length) 3.00 2.40 MINb. Mean Projected Area of transverse rib 3.00 0.80 MIN

(mm2/mm length)

YES

12 MIN

SATISFACTORY TO BE SATISFACTORYSATISFACTORY TO BE SATISFACTORY

1.503 1.580 ± 5%

YES

YES

-

YESYES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents.Sulphur+Phosphorus contents,.

'""End of Result*""

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

, .MunishKaushiV ij i ~f^"\ -, Sr.Manager /

Signatory

Page 9: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway. Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124^129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11 ,CBD BELAPUR,NAVIMUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1904

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS CAPTAIN WAS RECEIVED

ResultsULR-TC676418000001652F

TEST

( As per IS:1786-2008.Fe-500 1(Protocol :- IS: 1608:2005 .13:1599:1985)

OBSERVATION REQUIRMENT

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

0.19400220.0730.095

DIAFOR 8MM DIA

0.300 MAX PV+.0200.055 MAX PV + .0050.055 MAX PV + .0050105 MAX PV+.010

CONFORMITY

YESYESNO

YES

PHYSICAL TESTS

1 Ultimate Tensile Strength 724{ N / mm2)

2 0.2 % Proof Stress/Yield Stress 649(N/mm2)

3 Elongation (%) 20.0

{GL 5.65 /area)4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 0.375

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mnvVmm length) 1.23b. Mean Projected Area of transverse rib 1.23

(mm2/mm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY0.395 ± 7%

0.96 MIN0.32 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS : The above sample does not conform to IS:1786 - 2008 for grade Fe - 500 with respect to

Phosphorus contents,.

-""End of Result*""

1. Sample will be relained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

MunishKaushikSr. Manager

Page 10: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD301,HILTON CENTRESECTOR-11,CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1903

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS RUNGTA WAS RECEIVED

ResultsULR-TC676418000001651F

( As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 . IS:1599:1985t

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 S u Ip hur+Phosphorus

OBSERVATION

0.1640.0300.0700.100

REQUIRMENTDIA

FOR 16MM DIA

0.300 MAX PV+.0200.055 MAX PV+.0050.055 MAX PV+.0050.105 MAX PV+.010

CONFORMITY

YESYESNO

YES

PHYSICAL TESTS

1 Ultimate Tensile Strength 599( N / mm2 )

2 0.2 % Proof Stress/Yield Stress 506( N/mm2)

3 Elongation (%) 20.0(GL 5.65 /area)

4 Bend Test SATISFACTORY5 Rebendtest SATISFACTORY6 Mass Per Meter run (kg) 1-55

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mmz/mm length) 3-09b. Mean Projected Area of transverse rib 3.09

(mm?/mm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY

1.58 ± 5%

2.40 MIN0 80 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,.

—"End of Result*"'*

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Authorised-Signatory' P- t> O T> W X - !

Page 11: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name:EPC WORLD MEDIA PVT.LTD.301 .HILTON CENTRESECTOR-11,CBD BELAPUR,NAVI MUMBA1-400614

Date: 31/10/2018 Job Order No.: 810-011-1902

Reference No.:

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS RUNGTA WAS RECEIVED

Date: 29.10.2018

ULR - TC676418000001650F

TEST

Results

( As per IS:1786-2008.Fe-500 ){Protocol :-IS: 1608:2005 . 13:1599:1985)

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0.1860.0300.0750.105

REQUIRMENTDIA

FOR 8MM DIA

0.300 MAX PV + .0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNO

YES

PHYSICAL TESTS

1 Ultimate Tensile Strength 601

( N / mm2)

2 0.2 % Proof Stress/Yield Stress 507

(N/mm2)3 Elongation (%) 25.0

(GL 5.65 /area)4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY

6 Mass Per Meter run (kg) 0.368(Batch)

7 Deformation & surfacecharacteristicsa. Mean Projected rib area (mnWmm length) 1.10b. Mean Projected Area of transverse rib 1.10

(mmVmm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY0.395 ± 7%

0.96 MIN0.32 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS : The above sample does not conform to 13:1786 - 2008 for grade Fe - 500 with respect to

Phosphorus contents,.

""'End of Result""*

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

* i-'MunishKaushik

«w. X \. Manager

Page 12: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name:EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRE

SECTOR-11.CBDBELAPUR,NAVIMUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1901

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS ELEPHANT WAS RECEIVED

ULR - TC676418000001649F

TEST

Results

( As per IS:1786-2008.Fe-500 1(Protocol :- IS: 1608:2005 .13:1599:1985)

CHEMICAL ANALYSIS(By Emission Spectrometer}

1 Carbon2 Sulphur3 Phosphorus4 Sulphur*-Phosphorus

OBSERVATION

0.1200.0360.0770.113

REQUIRMENTDIA

FOR 16MM DtA

0.300 MAX PV+.0200.055 MAX PV +• .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNO

YES

PHYSICAL TESTS

1 Ultimate Tensile Strength 654( N / mm2)

2 0.2 % Proof Stress/Yield Stress 568( N/mm2)

3 Elongation (%) 22.5{GL 5.65 /area )

4 Bend Test SATISFACTORY5 Rebendtest SATISFACTORY6 Mass Per Meter run (kg) 1.51

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mmz/mm length) 3.25b. Mean Projected Area of transverse rib 3.25

(mm2/mm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY1.58 ± 5%

2.40 MIN0.80 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS : The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect to

Phosphorus contents,.

**"*End of Result'****

%m„* rot4- ' , , Munish Kaushik '

1. Sample will be retained only for one month. 4*^**?\r \Tanntr2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Page 13: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124^129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO D.TESTING, RESEARCH & DEVELOPMENT CENTRE

IA&192Certificate No.

TEST CERTIFICATE

- Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11.CBD BELAPUR,NAVIMUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1900

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS ELEPHANT WAS RECEIVED

ULR - TC676418000001648FResults

f As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 , 13:1599:1985)

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0.1860.0270.0880.115

REQUIRMENTDIA

FOR 8MM DIA

0.300 MAX PV + .0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNO

YES

PHYSICAL TESTS

1 Ultimate Tensile Strength 647

{ N / mm2)

2 0.2 % Proof Stress/Yield Stress 577( N/mm2)

3 Elongation (%) 21.3(GL 5.65/area)

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY

6 Mass Per Meter run (kg) 0.381

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mmz/mm length) 1.05b. Mean Projected Area of transverse rib 1.05

(mma/mm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY0.395 ± 7%

0.96 MIN0.32 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS The above sample does not conform to IS:1786 - 2008 for grade Fe - 500 with respect to

Phosphorus contents,.

"****End of Result""*

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

4 VMunishKaushik/; \. Manager /

Page 14: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11,CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1899

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TWIT BAR 016MM MARKED AS SEL WAS RECEIVED

ULR - TC676418000001647FResults

( As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 . 13:1599:1985)

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0.1410.0280.1000.128

REQUIRMENTDIA

FOR 16MM DIA

0.300 MAX PV + .0200.055 MAX PV +• .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNONO

PHYSICAL TESTS

1 Ultimate Tensile Strength 654( N / mm2)

2 0.2 % Proof Stress/Yield Stress 581( N/mm2)

3 Elongation (%) 23.8(GL 5.65 /area )

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 1.65

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mm2/mm length) 3.09b. Mean Projected Area of transverse rib 3.09

(mm2/mm length)

8% MORE THAN THEACTUAL 02% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY

1.58 ± 5%

2.40 MIN0.80 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS The above sample does not conform to IS:1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,Sulphur+Phosphorus contents,.

**'**End of Result**'**

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

v., MunishKaushiV

Sr. Manager /

Page 15: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11,CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1898

Reference No.:

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS SEL WAS RECEIVED

Date: 29.10.2018

ResultsULR-TC676418000001646F

TEST

f As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 .15:1599:1985)

OBSERVATION REQUIRMENT

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

0.1610.0330.0940.127

DIAFOR 8MM DIA

0.300 MAX PV + .0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNONO

PHYSICAL TESTS

1 Ultimate Tensile Strength 617( N / mm2)

2 0.2 % Proof Stress/Yield Stress 535(N/mrn*)

3 Elongation (%) 22.5(GL 5.65 /area )

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 0.382

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mmz/mm length) 1.13b. Mean Projected Area of transverse rib 1.13

(mmz/mm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY0.395 ± 7%

0.96 MIN0.32 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS The above sample does not conform to IS; 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,Sulphur+Phosphorus contents,.

•****End of Result"*"

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Page 16: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUT VT. ro.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name:EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11.CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1897

Reference No.:

Date: 29.102018

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS SMC WAS RECEIVED

ULR-TC676418000001645FResults

( As per IS:1786-2008.Fe-500 )

(Protocol:- IS: 1608:2005 .13:1599:19851

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0.1470.0340.0910.125

REQUIRMENTDIA

FOR 16MM DIA

0.300 MAX PV + .0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNONO

PHYSICAL TESTS

1 Ultimate Tensile Strength 627( N / mm2)

2 0.2 % Proof Stress/Yield Stress 550( N/mm*)

3 Elongation (%) 24.4(GL 5.65 /area )

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 1.57

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mrrWmm length) 2.75b. Mean Projected Area of transverse rib 2.75

(mrtWmm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 WIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY1.58 ± 5%

2.40 MIN0.80 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS: The above sample does not conform to IS:1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents.Sulphur+Phosphorus contents,.

*'***End of Result*""

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

1 Munish Kaushikr. Manager ,

Page 17: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11,CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1896

Reference No.:

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS SRMB WAS RECEIVED

Date: 29.10.2018

ULR-TC676418000001644F

TEST

Results

f As per IS:1786-2Q08.Fe-500 I(Protocol :- IS: 1608:2005 .13:1599:1985)

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0,1380,0300.0750.105

REQUIRMENTDIA

FOR 16MM DIA

0.300 MAX PV + .0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNO

YES

PHYSICAL TESTS

1 Ultimate Tensile Strength 667( N / mm2)

2 0.2 % Proof Stress/Yield Stress 548( N/mm2)

3 Elongation (%) 17.5(GL 5.65 /area)

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 1.52

(Batch)7 Deformation & surface

characteristicsa Mean Projected rib area (mm2/mm length) 3.06b. Mean Projected Area of transverse rib 3.06

(mrrWrnm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY1.58 ± 5%

2.40 MIN0.80 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,.

'""End of Result*""

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Page 18: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11 ,CBD BELAPUR,NAVIMUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1895

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS SRMB WAS RECEIVED

ULR - TC676418000001643FResults

f As per IS:1786-2008.Fe-500 )(Protocol:- IS: 1608:2005 .13:1599:1985)

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 S u I phur+Phosphorus

OBSERVATION

0.1830.0320.0910.123

REQUIRMENTDIA

FOR 8MM DIA

0.300 MAX PV+.0200.055 MAX PV + .0050.055 MAX PV+.0050.105 MAX PV+.010

CONFORMITY

YESYESNONO

PHYSICAL TESTS

1 Ultimate Tensile Strength 701{ N / mm2)

2 0.2 % Proof Stress/Yield Stress 612( N/mm2)

3 Elongation (%) 20.0(GL 5.65 /area)

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 0.385

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mm2/mm length) 1.03b. Mean Projected Area of transverse rib 1.03

(mrrWmm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORY

TO BE SATISFACTORY

0.395 ± 7%

0.96 MIN0.32 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS : The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,Sulphur+Phosphorus contents,.

"***End of Result—'

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

_. \Munish Kaush:' \. Manager

i

Page 19: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE

Lfl&if lECertificate No.

TEST CERTIFICATE

Party Name:EPC WORLD MEDIA PVT.LTD301,HILTON CENTRESECTOR-11,CBD BELAPUR,NAVI MUMBAU00614

Date: 31/10/2018 Job Order No.: 810-011-1894

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS KAMDHENU WAS RECEIVED

ResultsULR-TC676418000001642F

( As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 ,13:1599:1985)

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0.1950.0240.0790.103

REQUIRMENTDIA

FOR 16MM DIA

0.300 MAX PV+.0200.055 MAX PV+.0050.055 MAX PV+.0050.105 MAX PV+.010

CONFORMITY

YESYESNOYES

PHYSICAL TESTS

1 Ultimate Tensile Strength 690{ N / mm2)

2 0.2 % Proof Stress/Yield Stress 580( N/mm*)

3 Elongation (%) 22.5(GL 5.65/area)

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 1.57

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mm2/mm length) 3.09b. Mean Projected Area of transverse rib 3.09

(mrrWrnm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORY

TO BE SATISFACTORY1.58 ± 5%

2.40 MIN0.80 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,.

'End of Result*""

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Page 20: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124^129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO TD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301 .HILTON CENTRESECTOR-11 ,CBD BELAPUR,NAVIMUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1893

Reference No.:

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS KAMDHENU WAS RECEIVED

Date: 29.10.2018

ULR - TC676418000001641FResults

( As per IS:1786-2008.Fe-500 I(Protocol :- IS: 1608:2005 . 13:1599:19851

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0.1330.0210.0330.054

REQUIRMENTDIA

FOR 8MM DIA

0.300 MAX PV + .0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESYESYES

PHYSICAL TESTS

1 Ultimate Tensile Strength 561( N / mm2)

2 0.2 % Proof Stress/Yield Stress 505( N/mm2)

3 Elongation (%) 20.0(GL 5 65 /area )

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 0.422

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mm2/mm length) 0.97b. Mean Projected Area of transverse rib 0.97

(mm2/mm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY0.395 ± 7%

0.96 MIN0.32 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS The above sample conforms to IS: 1786 - 2008 for grade Fe - 500 with respect toabove test

*****End of Result***"

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Page 21: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11,CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1892

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS G.K WAS RECEIVED

ULR - TC676418000001640FResults

( As per IS:1786-2008.Fe-500 )(Protocol :- IS: 1608:2005 . 15:1599:19851

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0.1580.0460.0480.094

REQUIRMENTDIA

FOR 16MM DIA

0.300 MAX PV+.0200.055 MAX PV + .0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESYESYES

PHYSICAL TESTS

1 Ultimate Tensile Strength 781( N / mmz)

2 0.2 % Proof Stress/Yield Stress 713

( N/mnV)3 Elongation (%) 17.5

(GL 5.65 /area)4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 1.51

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mmVmm length) 3.03b. Mean Projected Area of transverse rib 3.03

(mm2/mm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORY

TO BE SATISFACTORY

1.58 ± 5%

2.40 MIN0.80 MIN

YES

YES

YES

YESYESYES

YESYES

REMARKS The above sample conforms to IS:1786 - 2008 for grade Fe - 500 with respect to

above test

"'"End of Result"*"

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Page 22: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-124-4129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name:EPC WORLD MEDIA PVT.LTD. Date : 31/10/2018301,HILTON CENTRESECTOR-11,CBD BELAPUR,NAVl MUMBAI-400614

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS G K WAS RECEIVED

Job Order No.: 810-011-1891

Reference No.:

Date: 29 10.2018

ULR - TC676418000001639FResults

( As per IS:1786-2008.Fe-500 )(Protocol:- IS: 1608:2005 .13:1599:1985)

TEST

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0.1120.0280.0590.087

REQUIRMENTDIA

FOR 8MM DIA

0.300 MAX PV + .0200.055 MAX PV+.0050.055 MAX PV + .0050105 MAX PV+.010

CONFORMITY

YESYESYESYES

PHYSICAL TESTS

1 Ultimate Tensile Strength 497( N / mm*)

2 0.2 % Proof Stress/Yield Stress 440( N/mm2)

3 Elongation (%) 25.0(GL 5.65/area')

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 0.357

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mrrWrnm length) 1.05b. Mean Projected Area of transverse rib 1.05

(mrrWmm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY0.395 ± 7%

0.96 MIN0.32 MIN

NO

NO

YES

YESYESNO

YESYES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toUltimate Tensile Strength, 0.2 % Proof Stress/Yield Stress, Mass Per Meter run measurment,

*"**End of Result*"'*

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Page 23: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) IndiaPh.: +91-12-M129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT, LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name: EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11.CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1890

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 016MM MARKED AS CONCRETE WAS RECEIVED

ULR-TC676418000001638F

TEST

Results

f As per IS:1786-2008.Fe-500 )(Protocol :-IS: 1608:2005 . 13:1599:1985)

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

OBSERVATION

0.1490.0600.1100.170

REQUIRMENTDIA

FOR 16MM DIA

0.300 MAX PV+.0200.055 MAX PV+.0050.055 MAX PV + .0050.105 MAX PV+.010

CONFORMITY

YESYESNONO

PHYSICAL TESTS

1 Ultimate Tensile Strength 613( N / mm2)

2 0.2 % Proof Stress/Yield Stress 501( N/mm*)

3 Elongation (%) 20.0(GL 5.65 /area)

4 Bend Test SATISFACTORY5 Rebend test SATISFACTORY6 Mass Per Meter run (kg) 1.36

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mm2/mm length) 3.15b. Mean Projected Area of transverse rib 3.15

(mm2/mm length)

8% MORE THAN THEACTUAL 02% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY

1.58 ± 5%

2.40 MIN0.80 MIN

YES

YES

YES

YESYESNO

YESYES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents,Sulphur+Phosphorus contents,Mass Per Meter run measurment, .

'""End of Result*

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.

Page 24: E-mail: lab@sunbeamauto.com URL : sunbeamlabs.com AUTO … Rebars _ Test Report1.pdf · 38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon -122 001 (Haryana) India Ph.:

38/6, K. M. Stone, Delhi-Jaipur Highway, Narsingpur, Gurgaon - 122 001 (Haryana) IndiaPh.: +91-124^(129254, Fax: +91-124-4129751/52

E-mail: [email protected] URL : sunbeamlabs.com

AUTO PVT. LTD.TESTING, RESEARCH & DEVELOPMENT CENTRE Certificate No.

TEST CERTIFICATE

Party Name:EPC WORLD MEDIA PVT.LTD.301,HILTON CENTRESECTOR-11,CBD BELAPUR,NAVI MUMBAI-400614

Date: 31/10/2018 Job Order No.: 810-011-1889

Reference No.:

Date: 29.10.2018

Sample Particulars: ONE SAMPLE OF TMT BAR 08MM MARKED AS CONCRETE WAS RECEIVED

ULR - TC676418000001637F

TEST

Results

f As per IS:1786-2008.Fe-500 )(Protocol:- IS: 1608:2005 .15:1599:1985)

OBSERVATION REQUIRMENT

CHEMICAL ANALYSIS(By Emission Spectrometer)

1 Carbon2 Sulphur3 Phosphorus4 Sulphur+Phosphorus

0.1450.0270.0990.126

DIAFOR 8MM DIA

0.300 MAX PV -i- .0200.055 MAX PV +- .0050.055 MAX PV+.0050.105 MAX PV+.010

CONFORMITY

YESYESNONO

PHYSICAL TESTS

1 Ultimate Tensile Strength 550( N / mm2)

2 0.2 % Proof Stress/Yield Stress 455( N/mm2)

3 Elongation (%) 20.0(GL 5.65 /area)

4 Bend Test SATISFACTORY5 Rebendtest SATISFACTORY6 Mass Per Meter run (kg) 0.362

(Batch)7 Deformation & surface

characteristicsa. Mean Projected rib area (mnWmm length) 1.03b. Mean Projected Area of transverse rib 1.03

(mnWmm length)

8% MORE THAN THEACTUAL 0.2% PROOF STRESSBUT NOT LESS THAN 545

500 MIN

12 MIN

TO BE SATISFACTORYTO BE SATISFACTORY0.395 ± 7%

0.96 MIN0.32 MIN

YES

NO

YES

YESYESNO

YESYES

REMARKS The above sample does not conform to IS: 1786 - 2008 for grade Fe - 500 with respect toPhosphorus contents.Sulphur+Phosphorus contents,0.2 % Proof Stress/Yield Stress, Mass Per

*****End of Result***"

1. Sample will be retained only for one month.2. The results listed refer only to the tested samples and applicable parameter.

Endorsement of product is neither inferred nor implied.3. Total liability of our works is limited to invoiced amount.