M.G. Contractors Pvt. Ltd.
MGCPL/SITE/HSR-PKG1B/2023/1883
DATE 23/01/2023
To,
Chief Contracts Manager,
TCEL-CEGL-AARVEE ASSOCIATE- PADECO JV
A-204, 2nd floor, Swatisk Universal,
Opposite Central Mall, Dumas Road,
New Magdalla, Piplod, Surat,
Gujarat – 395007.
Sub: Construction of Bridges for Double Line High Speed Railway for 04 No. PSC Bridges
(GAD 9, 10, 11 & 1441) and 07 No. Steel Truss Bridges (GAD 68, 1134, 12, 61, 14, 15
& 62) [excluding fabrication and transportation of steel truss girders] between Zaroli
Village at Maharashtra-Gujarat Border (MAHSR Km. 156.600) and Vadodara
(MAHSR Km. 393.700), in the State of Gujarat and the Union Territory of Dadra and
Nagar Haveli for the Project for Construction of Mumbai-Ahmedabad High Speed Rail
Package No. MAHSR-P-1(B)
“Submission of Drawing, ITP, Mix Design & Casting Methodology of Noise
Barrier.”
Dear sir,
With reference to the cited subject, we are herewith submitting Drawing, ITP, mix design and
casting methodology of Noise Barrier provided by our approved vendor M/s Fuji Silvetech
Pvt Ltd.
Vendor have already approved these documents for similar nature of work in another package
of MAHSR.
Kindly review the enclosed documents and accord approval as possible early so that
production of noise barriers can be expedite.
Thanking you & assuring you our best services at all the time.
For M.G. Contractors Pvt. Ltd.
(Ritesh Kumar Sinha)
Authorized Signatory
Encl.: - 1. Drawings
2. Casting Methodology
3. ITP
4. Mix Design with supportive documents
Head Office: M.G. House, Plot No- 376 Industrial Area Phase- 2, Panchkula – 134112 (Haryana), Tel: 0172-6731000, 6731025
Regd. Office: # 603, Ring Road Mall, Deepali Chowk, Sector – 3, Rohini, New Delhi – 110085 Tel: 011-47019300, Fax 011-43852385
CIN No.: U70101DL1997PTC091013, E-mail: mgcpl@mgcpl.com website: mgcpl.com
LEGAL NOTES
This drawing is the property of Fuji Silvertech Concrete Pvt. Ltd. and
must not be passed on to any third person or firm not authorized by us,
not be copied/made use of in full or part by such person or firm
without our prior permission in writing.
NOTES
1.
Top view
2.
996
C6
15
16
3.
Wall side detail
C6
S=1/10
200
80
170
996
50
200
250
5
90
A - A
996
2110
C6
C6
C6
2400
2092
B
2110
2400
1998.2
B
C6
200
LIFTING HOLE-B
115
15
16
50
LCX HOLE
250
A
C6
100 280
600
C6
LIFTING HOLE-B
2400
50
φ14
LIFTING HOLE-A
100
A
100 280
100
6
130
130
1.7
LCX HOLE
600
250
15
16
C6
120
φ14
LIFTING HOLE-A
40
250
φ14
Side view
D
5
Front view
15
110
C6
D - D
50 LIFTING HOLE-A
R3
C6
C6
130
250
200
C6
6.
16
250
107.5 55 87.5
5 45 5
Side view
250
420
5.
ALL DIMENSIONS ARE IN MM UNLESS NOTED
OTHERWISE ONLY WRITTEN DIMENSION SHALL BE
FOLLOWED. NO DIMENSION SHALL BE SCALED.
THIS DRAWING IS APPLICABLE FOR ONLY PRECAST
NOISE BARRIER.
ALL CONCRETE WILL BE PRECAST AT PLANT UNDER
SPECIFIED MIXING AND CURING CONDITION. GRADE OF
CONCRETE SHALL BE M50.
REINFORCEMENT BAR SHALL BE TMT BARS
CONFIRMING TO IS 1786-GRADE FE-500/FE-550D.
REINFORCEMENT SHALL BE BENT AND FIXED AT PLANT
UNDER SPECIFIED CONDITIONS
B - B
996
15
C6
200 220
140
248
420
259
130
250
250
LCX HOLE
S=1/10
S=1/10
248
160
103
80
35
30
35
25
60
7
790
C6
103
220 200
C - C
420
996
φ14
75
S=1/10
72
φ14
00
12.01.2023
REV.
DATE
PT
ISSUED FOR APPROVAL
DESCRIPTION
APPROVED
RELEASE FOR
15
FOR PRELIMINARY
FOR CONSTUCTION
FOR INFORMATION
WITH DESIGN SUBMISSION
FOR REVIEW
AS BUILT
CLIENT
M G CONTRACTORS PVT LTD.
PROJECT
9080
656
Mumbai-Ahmedabad High Speed Rail Project
(Package No. MAHSR-P-1(B))
(Package No. MAHSR-P-1(C))
8090
JICA Letter JICA(ID) JFY2021, 4R-0133 dated 14th October 2021
DESIGNER
S=1/10
FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO. 5,
MAGNET CORPORATE PARK,
NEAR SOLA FLYOVER, S.G. HIGHWAY,THALTEJ,
AHMEDABAD-380 054
Website : http://www.fujisilvertech.com
35
30
10
35
60
80
LIFTING HOLE-B
30
155
160
155
LIFTING HOLE-A
20
30
Anchor hole
776
104
420
D
120
11
19 11
DEHA 1.3t-120
340
7
103
420
80
160
12
C6
104
DEHA 1.3t-120
C
220 200
C6
160
160 30
80
C
160 80 30
200
80
16
DRAWING TITLE:
15
DIMENSIONS DETAIL OF
NOISE BARRIER TYPE-A (996 WIDE)
(Size = 996 x 2400 x 420)
DRAWN:
ASP
CHECKED:
SK
DATE:
12.01.2023
APPROVED:
PT
SCALE:
NTS
DRAWING NO.
FSC-MGC-MAH-PNB-SEC-001
Rev. No.
00
LEGAL NOTES
This drawing is the property of Fuji Silvertech Concrete Pvt. Ltd. and
must not be passed on to any third person or firm not authorized by us,
not be copied/made use of in full or part by such person or firm
without our prior permission in writing.
NOTES
1.
2.
Side view
Front view
3.
A - A
250
35
95
A
95
5.
H1 SD10
S1 SD16
6.
S1 SD16
H2 SD10
858
270
H2 SD10
35
100
50
A
W1
55
H2 SD10
926
40
T1 SD10
130
50
40
H2 SD10
250
100
40
55
ALL DIMENSIONS ARE IN MM UNLESS NOTED
OTHERWISE ONLY WRITTEN DIMENSION SHALL BE
FOLLOWED. NO DIMENSION SHALL BE SCALED.
THIS DRAWING IS APPLICABLE FOR ONLY PRECAST
NOISE BARRIER.
ALL CONCRETE WILL BE PRECAST AT PLANT UNDER
SPECIFIED MIXING AND CURING CONDITION. GRADE OF
CONCRETE SHALL BE M50.
REINFORCEMENT BAR SHALL BE TMT BARS
CONFIRMING TO IS 1786-GRADE FE-500/FE-550D.
REINFORCEMENT SHALL BE BENT AND FIXED AT PLANT
UNDER SPECIFIED CONDITIONS
H2 SD10
56
884
56
996
S1 SD16
H2 SD10
45
200
200
884
42
75 56
80
H3 SD10
T1 SD10
length(mm)
250
884
200
42
75
56
996
quantity
S1
SD16
2330
4
1.580
14.726
H1
SD10
2530
2
0.617
3.122
H2
SD10
1160
3
0.617
2.147
H3
SD10
1180
6
0.617
4.368
T1
SD10
350
6
0.617
1.296
T2
SD10
450
4
0.617
1.111
4mm
2290
13
0.099
2.947
4mm
930
31
0.099
2.854
°
100
weight(kg)
kg/ｍ
13
5
1
SIZE(mm)
200
24
Ｎｏ
75
°
56
135
42
996
Rebar Quantity Table
T2 SD10
74
100
250
S1 SD16
137
420
60
420
55
C
T2 SD10
42 200
56 75
340
H1 SD10
265 100
100 265
50
55
160
60
H1 SD10
H3 SD10
C - C
858
H3 SD10
C
150
S1 SD16
T1 SD10
H1 SD10
50
T1 SD10
35
W1
55
S1 SD16
926
100
2200
2400
2110.0
858
35
H3 SD10
50
W1 φ4
926
13
12x@75=900
13
00
12.01.2023
REV.
DATE
PT
ISSUED FOR APPROVAL
DESCRIPTION
APPROVED
RELEASE FOR
FOR PRELIMINARY
FOR CONSTUCTION
FOR INFORMATION
WITH DESIGN SUBMISSION
FOR REVIEW
AS BUILT
Rebar weight
SD16
14.726
SD10
12.044
4mm
5.801
32.571 kg
2290
W1
29x@75=2175
CLIENT
M G CONTRACTORS PVT LTD.
PROJECT
Mumbai-Ahmedabad High Speed Rail Project
(Package No. MAHSR-P-1(B))
(Package No. MAHSR-P-1(C))
JICA Letter JICA(ID) JFY2021, 4R-0133 dated 14th October 2021
60 55
2400
W1
T1 SD10
B - B
B
2330
B
DESIGNER
FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO. 5,
MAGNET CORPORATE PARK,
NEAR SOLA FLYOVER, S.G. HIGHWAY,THALTEJ,
AHMEDABAD-380 054
Website : http://www.fujisilvertech.com
DRAWING TITLE:
REINFORCEMENT DETAIL OF
NOISE BARRIER TYPE-A (996 WIDE)
(Size = 996 x 2400 x 420)
DRAWN:
ASP
CHECKED:
SK
DATE:
12.01.2023
APPROVED:
PT
SCALE:
NTS
DRAWING NO.
FSC-MGC-MAH-PNB-SEC-002
Rev. No.
00
LEGAL NOTES
This drawing is the property of Fuji Silvertech Concrete Pvt. Ltd. and
must not be passed on to any third person or firm not authorized by us,
not be copied/made use of in full or part by such person or firm
without our prior permission in writing.
Top view
NOTES
1.
996
16
C6
200
φ14
LIFTING HOLE-A
250
5
996
C6
C6
C6
2400
2105.8
B
2105.8
2400
1998.2
B
15
16
C6
200
LIFTING HOLE-B
115
2400
90
A - A
50
LCX HOLE
250
LIFTING HOLE-B
A
C6
100 280
600
C6
100
A
100 280
100
130
130
LCX HOLE
600
50
ALL DIMENSIONS ARE IN MM UNLESS NOTED
OTHERWISE ONLY WRITTEN DIMENSION SHALL BE
FOLLOWED. NO DIMENSION SHALL BE SCALED.
THIS DRAWING IS APPLICABLE FOR ONLY PRECAST
NOISE BARRIER.
ALL CONCRETE WILL BE PRECAST AT PLANT UNDER
SPECIFIED MIXING AND CURING CONDITION. GRADE OF
CONCRETE SHALL BE M50.
REINFORCEMENT BAR SHALL BE TMT BARS
CONFIRMING TO IS 1786-GRADE FE-500/FE-550D.
REINFORCEMENT SHALL BE BENT AND FIXED AT PLANT
UNDER SPECIFIED CONDITIONS
16
C6
120
250
15
50
996
40
170
5
80
φ14
LIFTING HOLE-A
6.
110
250
φ14
Side view
D
15
250
107.5 55 87.5
5 45 5
Front view
1.7
R3
D - D
50 LIFTING HOLE-A
3.
5.
130
250
200
S=1/10
16
C6
C6
C6
C6
Side view
2.
Wall side detail
200
250
300
C6
15
B - B
996
15
C6
DEHA 1.3t-120
220
248
250
100
103
30
25
60
155
LIFTING HOLE-B
120
C6
103
996
φ14
75
S=1/10
72
φ14
15
00
12.01.2023
REV.
DATE
PT
ISSUED FOR APPROVAL
DESCRIPTION
APPROVED
RELEASE FOR
200
LIFTING HOLE-A
20
790
7
FOR PRELIMINARY
FOR CONSTUCTION
FOR INFORMATION
WITH DESIGN SUBMISSION
FOR REVIEW
AS BUILT
CLIENT
100
S=1/10
D
S=1/10
776
C - C
200
300
LCX HOLE
7
104
248
300
160
155
130
250
300
300
Anchor hole
140
103
265
164.2
164.2
80
100
35
200
C6
30
104
DEHA 1.3t-120
C
35
C6
C
160 80 30
265 5.1
200
80
16
M G CONTRACTORS PVT LTD.
PROJECT
Mumbai-Ahmedabad High Speed Rail Project
(Package No. MAHSR-P-1(B))
(Package No. MAHSR-P-1(C))
S=1/10
JICA Letter JICA(ID) JFY2021, 4R-0133 dated 14th October 2021
10
160
80
FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO. 5,
MAGNET CORPORATE PARK,
NEAR SOLA FLYOVER, S.G. HIGHWAY,THALTEJ,
AHMEDABAD-380 054
Website : http://www.fujisilvertech.com
35
30
35
60
80
30
DESIGNER
15
DRAWING TITLE:
DIMENSIONS DETAIL OF
NOISE BARRIER TYPE-B (996 WIDE)
(Size = 996 x 2400 x 300)
DRAWN:
ASP
CHECKED:
SK
DATE:
12.01.2023
APPROVED:
PT
SCALE:
NTS
DRAWING NO.
FSC-MGC-MAH-PNB-SEC-003
Rev. No.
00
LEGAL NOTES
This drawing is the property of Fuji Silvertech Concrete Pvt. Ltd. and
must not be passed on to any third person or firm not authorized by us,
not be copied/made use of in full or part by such person or firm
without our prior permission in writing.
NOTES
1.
Side view
Front view
A - A
2.
250
35
95
55
A
S1 SD16
H1 SD10
5.
858
6.
95
H2 SD10
56
884
56
996
S1 SD16
45
200
T1 SD10
884
H3 SD10
42
75 56
42
200
75
56
250
884
200
42
75
74
56
SD16
2330
4
1.580
14.726
H1
SD10
2320
2
0.617
2.863
H2
SD10
1160
3
0.617
2.147
H3
SD10
820
6
0.617
3.036
T1
SD10
350
6
0.617
1.296
T2
SD10
450
4
0.617
1.111
4mm
2290
13
0.099
2.947
4mm
930
31
0.099
2.854
W1
Rebar weight
SD16
14.726
SD10
10.453
4mm
5.801
137
926
Detail
S=1/10
13
12x@75=900
13
00
12.01.2023
REV.
DATE
PT
ISSUED FOR APPROVAL
DESCRIPTION
APPROVED
RELEASE FOR
S1 SD16
H3 SD10
T1 SD10
H1 SD10
13
20
10
2290
S1
100
W1 4mm
weight(kg)
29x@75=2175
kg/ｍ
60 55
quantity
50 60 54.2
length(mm)
5°
1
SIZE(mm)
13
24
Rebar Quantity Table
°
996
Ｎｏ
T2 SD10
T1 SD10
135
996
80
300
200
220
S1 SD16
145100
60
300
250
H1 SD10
55
C
T2 SD10
42 200
56 75
H3 SD10
100
100145
50
55
50
H1 SD10
C - C
858
H3 SD10
C
164.2
60 54.2
T1 SD10
858
S1 SD16
H1 SD10
H3 SD10
35
150
926
W1
55
S1 SD16
H2 SD10
100
2400
2200
35
2105.8
T1 SD10
B - B
B
2330
B
W1
2400
S1 SD16
200
H2 SD10
35
H2 SD10
100
50
130
40
50
A
926
W1
40
T1 SD10
H2 SD10
250
100
H2 SD10
40
55
3.
ALL DIMENSIONS ARE IN MM UNLESS NOTED
OTHERWISE ONLY WRITTEN DIMENSION SHALL BE
FOLLOWED. NO DIMENSION SHALL BE SCALED.
THIS DRAWING IS APPLICABLE FOR ONLY PRECAST
NOISE BARRIER.
ALL CONCRETE WILL BE PRECAST AT PLANT UNDER
SPECIFIED MIXING AND CURING CONDITION. GRADE OF
CONCRETE SHALL BE M50.
REINFORCEMENT BAR SHALL BE TMT BARS
CONFIRMING TO IS 1786-GRADE FE-500/FE-550D.
REINFORCEMENT SHALL BE BENT AND FIXED AT PLANT
UNDER SPECIFIED CONDITIONS
FOR PRELIMINARY
FOR CONSTUCTION
FOR INFORMATION
WITH DESIGN SUBMISSION
FOR REVIEW
AS BUILT
CLIENT
M G CONTRACTORS PVT LTD.
PROJECT
Mumbai-Ahmedabad High Speed Rail Project
(Package No. MAHSR-P-1(B))
(Package No. MAHSR-P-1(C))
JICA Letter JICA(ID) JFY2021, 4R-0133 dated 14th October 2021
DESIGNER
FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO. 5,
MAGNET CORPORATE PARK,
NEAR SOLA FLYOVER, S.G. HIGHWAY,THALTEJ,
AHMEDABAD-380 054
Website : http://www.fujisilvertech.com
30.980 kg
DRAWING TITLE:
REINFORCEMENT DETAIL OF
NOISE BARRIER TYPE-B (996 WIDE)
(Size = 996 x 2400 x 300)
DRAWN:
ASP
CHECKED:
SK
DATE:
12.01.2023
APPROVED:
PT
SCALE:
NTS
DRAWING NO.
FSC-MGC-MAH-PNB-SEC-004
Rev. No.
00
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
METHOD STATEMENT FOR OPERATIONS
FOR NOISE BARRIER
Last updated: 20.01.2023
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
Contents
1.1
Purpose ....................................................................................................................................... 1
1.2
Scope ........................................................................................................................................... 1
1.3
Work Scope ................................................................................................................................. 1
1.4
The Organizational Chart ............................................................................................................ 2
1.5
Raw Material ............................................................................................................................... 3
1.6
Factory Layout ............................................................................................................................ 4
1.7
Machineries and Equipment in Production Plant ..................................................................... 10
2.0
Operations Process Flowchart .................................................................................................. 11
3.0
Mould Line Drawing .................................................................................................................. 27
4.0
Concrete mix design Conformance ........................................................................................... 28
5.0
Truck Loading Drawing.............................................................................................................. 29
6.0
Annexure: .................................................................................................................................. 33
6.1
Annexure: Demoulding and handling stresses ......................................................................... 33
6.2
Checklist (Rev 01) ...................................................................................................................... 40
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
1.1 Purpose
 The objective of the Manual is to establish the procedure for timely and consistent
operation for precast concrete noise barrier segments and ensure that all works will
be carried out safely and in accordance with client requirements and specifications.
1.2 Scope
 This Method Statement covers the procedure for production planning, production and
post-production activities such as handling and stacking of precast noise barrier
products for producing precast finished noise barrier products manufactured by FUJI
Silvertech Concrete Pvt. Ltd. (FSC).
1.3 Work Scope
 The National High Speed Rail Project –consists of 508 km total Mumbai- Ahmedabad
high speed rail (MAHSR) and connects Ahmedabad and Mumbai.
 Eight variants of noise barriers are part of the scope. These consist of four Type A and
four Type B variants. The main difference between Type A and Type B is the base width
being 420 mm in Type A and 300 mm in Type B. The four variants vary in panel width
which are 700 mm (696 mm actual), 750 mm (746 mm actual), 900 mm (896 mm
actual) and 1000 mm (969 mm actual).
 Activities including raw material procurement, batching, transportation, pouring and
curing of concrete, rebar placement, moulding and demoulding, handling at plant and
stacking in stockyard and quality testing and inspection are within scope of FUJI
Silvertech. All activities except rebar cage manufacture and third party quality testing
will be carried out in the factory premises of FUJI Silvertech Concrete Pvt. Ltd.
Page |1
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
1.4 The Organizational Chart
VP Sales
Sales Team
Design Head
Managing Director
R&D Head
Quality Head
Production Manager
QualityTeam
Production Plant
in-charge
Plant Director
Environment Health and Safety
Office (EHS)
Page |2
Fuji Silvertech concrete Private Limited
Production Team
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
1.5 Raw Material
Sr
No.
Source
Material
Product Name
1
Ultratech Cement Limited
Cement
OPC 53 Gr
2
JSW Steel
Steel
Fe500D (Rev 01)
3
Master Builder Solutions
Admixture
Master Glenium ACE 8761
4
Sayla
Coarse Aggregate
6 / 10 / 18 mm
5
Sand, Vill Metal, Tal Bavla
Sand
Sand
6
RO Water
Water
Water
Page |3
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
1.6 Factory Layout
LEGEND
Ⓖ
Ⓗ
Ⓓ
Ⓓ
Ⓐ
Ⓕ
Ⓒ Ⓑ
Ⓕ
Ⓔ
Ⓒ
Ⓐ
Ⓑ
Ⓐ
Material Storage
Ⓑ
Ⓒ
Silo Plant
Ⓓ
Concrete
Collection
Ⓕ
Concrete
Transfer path
Noise Barrier
Stacking Area
Ⓗ
Fuji Silvertech concrete Private Limited
Mould Location
Ⓔ
Ⓖ
Page | 4
Batching Plant
Dispatch Way
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
Ⓐ
Ⓐ
Plant 2 Material Storage
Plant 1 Material
Storage
Page | 5
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Ⓑ
Ⓒ
Ⓑ
Ⓑ
Version No.
Date
1.0
22.07.2022
Ⓒ
Ⓑ
Ⓑ
Ⓑ
Plant 2 Batching
Plant and Silo Plant
Plant 1 Batching
Plant and Silo Plant
Page | 6
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Ⓓ
Version No.
Date
1.0
22.07.2022
s
Ⓓ
Plant 2 Mould Location
Plant 1 Mould Location
Page | 7
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
Concrete Collection, Concrete transfer path and Pouring
Page | 8
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
Ⓖ
Ⓗ
Noise Barrier Stacking Area
Dispatch way
Page | 9
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
1.7 Machineries and Equipment in
Production Plant
Sr. No.
Category
Capacity
Numbers
1
Cranes
2.5 T, 3 T, 5T, 10 T, 20 T
6
2
Boilers
850 , 600 Btu/hour
7
3
Forklift
3 T – 16 T
13
4
Batching Plant
60 cum, 120 cum
2
5
Concrete Distribution
and Transportation
2 cum
1
Sr. No.
1
2
3
4
5
6
7
8
P a g e | 10
Equipment and Machineries
Clamp handle for mold opening/closing
Spanners
Scrapers mold cleaning
EOT crane
Sling 2.5 tonne
Deha clamp for lifting/rotating
Wooden plank for stacking
Fork lift for transportation
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
2.0
Version No.
Date
1.0
22.07.2022
Operations Process Flowchart
(1) Space Allocation
(2) Mold Preparation
Page | 11
1.1 The spaces shall be allocated to mould based on the production plan by the production manager.
1.2 The production team shall ensure that the spaces are clean before production. The space is to be
free from raw material powder, concrete chips, wooden elements, metal elements, plastic
elements and other scrap. The space is to be free from lying water.
1.3 The helmets, tools, tackles and accessories are to be in their designated spaces / shelves / racks /
containers. The space is to be free from safety hazards such as open wiring, oil leakage, low
hanging crane belts or piercing metal pieces or rebars.
1.4 The EHS shall to carry out safety inspection of production area before production work
commences.
2.1 The moulds are to be placed at the location as per space allocation plan prepared and
approved in the plant.
2.2 The moulds surface shall be cleaned every time before use.
2.3 The moulds shall be suitably levelled with spirit level.
2.4 The mould release agent/oil shall be applied on the internal surface of the mould.
2.5 The locks of the mould shall be tightened before pouring concrete.
2.6 The hole arrangement for lifting and LCX Cables is an inbuilt part of the mould and is
incorporated as such in casting process. (Rev 01)
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
Reference Photos of Area set up, Mould preparation and rebar replacement
Mould cleaning activity
Page | 12
Mould Measurement
Fuji Silvertech concrete Private Limited
Mould oiling activity
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
(3) Rebar
Placement
(4)
P a g e | 13
Version No.
Date
1.0
22.07.2022
3.1 The rebar mesh shall be brought near the mould as per linked product.
3.2 The rebar mesh shall be inspected for welded wire mesh and rebar.
3.3 The rebar mesh shall be checked with linked product/shop floor drawing for parameters such
as: bar diameters, bar spacing, length of rebar.
3.4 The rebar shall be placed in mould after checking and inspection
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
(4) Concrete
Pouring
Version No.
Date
1.0
22.07.2022
4.1 The unloading of concrete bucket is to be started by the production team, without making any delay, after the
bucket is received at the pour point.
4.2 Concrete in the bucket is to be inspected visually before taking up for placing.
4.3 Temperature of incoming concrete is to be inspected and the details shall be retained in the shop floor
production Report by the production engineer.
4.4 The quantity of concrete, which goes into one product or cluster of products, is to be ensured to be available
continuously. Concrete buckets ordering is to be made based on the production planning.
4.5 Concrete in the mould is to be levelled to the brim of strips, fixed along edges of the mould after the concrete is
placed in the mould. M40 High Flow Concrete (HFC) is to be used.
4.6 Final trowel with a float is to be carried out after a time frame after the concrete is levelled. This is to allow free
and full escape of the entrapped air from the concrete.
4.7 The concrete in the mould is to be allowed to cool down to attain the temperature of surrounding (ambient
temperature) for 20 minutes after trowel finishing.
4.8 It is to be covered with tarpaulin after the concrete temperature reaches atmospheric temperature.
4.9 Cleaning of encrusted concrete from the bucket’s inner surfaces and mould oil application is to be carried out
after every two deliveries of concrete; so as to avoid accumulation of stiffened concrete and its undesirable placing
into mould.
Concrete distribution by
monorail
P a g e | 14
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
(5) Curing
P a g e | 15
Version No.
Date
1.0
22.07.2022
Steam curing
5.1 Steam curing is to be applied to the products by the production team.
5.2 The duration and temperature regime of steam curing is to be maintained as per the established steam curing
regime, applicable to the given type of product.
5.3 More or less, the duration of steam curing for noise barrier product shall be 5 to 6 hours and temperature
regimes shall be between 45 ±2 Deg. Centigrade to 65 ±2 Deg. Centigrade.
5.4 The hourly temperature readings are to be retained in the shop floor production report.
5.5 Steam valve are to be closed after curing to avoid any steam wastage. The unwanted curing leads to steam
wastage as well as product quality.
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
(6) Demolding
P a g e | 16
Version No.
Date
1.0
22.07.2022
Stripping
6.1 Demoulding process shall be carried out by the production team.
6.2 Tarpaulin cover over the mould / cluster of moulds shall be removed slowly either manually or with the help of
EOT Crane.
6.3 Inspection shall be carried out to ensure the concrete of product is hardened / set enough for de- moulding.
6.4 Lock-chains and lock-bolts of the mould/s shall be opened for mould opening. The sequence of opening lockbolts should be from bottom to top of the mould.
6.5 After stripping-off, the product in the mould shall be allowed to cool down within the mould, before it is
removed from the mould.
6.6 A gentle flow of compressed air may be applied all around exposed surfaces of the product, in order to aid this
cooling, if the ambient temperature is above 40°C.
6.7 Min. stripping time of 3.5 to 4 hrs should be allowed. The concrete should have gained 8 N/sq mm compressive
strength required at stripping time. This can be measured using non-destructive testing.
6.8 The product shall be taken out of the mould, safely and securely, with the help of applicable tools with EOT
crane..
6.9 The product is to be placed close to the mould, in the designated region (of freshly de-moulded product) over
the Shop Floor.
6.10
The product shall be allowed to cool down further for about 30 minutes.
6.11
After the above step, if the product’s temperature reaches a range of ± 10 degree centigrade with respect
to the ambient temperature, the product shall be treated as ready to move to the Stock Yard.
6.12
After demoulding the product shall be water cured (moist curing) for 15 days or compound cured.
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
Production Cycle: The cycle time shall be 7 to 8 hours.
1. Placement of mould
Slide Door
P a g e | 17
3. Reinforcement Installation
2. Mould Opening
Door-1
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
4. Placement the Reinforcement
Date
1.0
22.07.2022
5. After placement the reinforcement
closing mould door-1 and slide door
Slide Door
P a g e | 18
Version No.
Door-1
Fuji Silvertech concrete Private Limited
6. Concrete pouring from top
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Date
1.0
22.07.2022
9. Vertically raising the Noise
Barrier
8. Demoulding
7. After Concreting
Slide Door
P a g e | 19
Version No.
Door-2
Door-1
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
10. Pull the slightly horizontally
P a g e | 20
Version No.
Date
1.0
22.07.2022
11. Take off from the Mould
Fuji Silvertech concrete Private Limited
12. After demoulding, the Noise Barrier
lifts upside from the floor and forward to
a nearby allocated safe stacking place.
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
13. Place the Noise Barrier down on a rubber
s to stack on wooden planks.
mat
P a g e | 21
Version No.
Date
1.0
22.07.2022
14. Place the Noise Barrier down on a rubber
mat to stack on wooden planks.
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
15. Noise Barrier stacking on wooden planks
P a g e | 22
Version No.
Date
1.0
22.07.2022
16. Forklift lifting capacity based on the weight of
the Noise Barrier and transferring in stockyard
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
17. Way to stock-yard for stacking
18. Noise Barrier Stacking on Wooden Planks in
Stock-Yard
P a g e | 23
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
(7) Finished
product
inventory
(8)
P a g e | 24
Version No.
Date
1.0
22.07.2022
Record of Production actual
7.1 The daily production records shall be maintained plant-wise by the production team with planned product
code and description, planned/target numbers and weights and actual numbers of products manufactured.
7.2 The daily production records shall also indicate the total products manufactured in each shift in each plant,
the number of dispatchable products, gross production and % production with respect to target.
7.3 The daily production records shall also indicate any comments or remarks that may be noted in case of daily
production not achieved or major observations in the process.
7.4 The product manager shall maintain monthly record of production plan Vs actual quantities.
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
(8) Lifting
Version No.
Date
1.0
22.07.2022
8.1 Products are to be lifted and placed in a dispatch goods stockyard as per stockyard planning.
8.2 The product is to be moved to the Stock Yard by using 5 Tonne capacity Fork Lift, depending upon the size and
mass of the products to be shifted.
8.3 The number of products to be moved collectively to the Stock Yard with the Fork Lift, is not be exceeded the
forklift capacity.
8.4 Care is to be taken to ensure that the distance between two Forks of the Fork Lift should be adjusted, every
time, in such a way that the load on the lifting surface of the product is uniformly distributed in the spans,
formed by the lifting forks.
8.5 Also, lifting forks are to be centrally placed and not touch the corners of the product.
8.6 While moving, the edges of two or more products are not to hit against each other and get damaged.
8.7 The levelled and concreted surface is to be preferred for carrying movement of products to the stock yard
through Fork Lifts.
Lifting with forklift
P a g e | 25
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
(9) Storage
Version No.
Date
1.0
22.07.2022
9.1 The location of stacking each product shall be according to the Stock Yard Plan.
9.2 The noise barrier products may be stacked vertically in one layer or horizontally in upto 8 layers.
9.3 Appropriately sized wooden battens are to be placed below each stack / layer of the products.
9.4 The lowermost wooden battens should be of larger section (like 4 X 4 inches).
9.5 Spacing of wooden battens kept beneath and across the product (length) is to be such that one-fourth (1/4th)
of the product’s length is maintained from both the shorter edges of the product, i.e., battens are placed at
about 450 mm from outside edge and about 500 mm from both the cross-sectional faces of product.
9.6 Care is to be taken to avoid tilted stacking of products and stacking over loose and flexible surfaces like soil and
surfaces, susceptible to turn marshy with water / rains.
Stacking of noise barrier products in truck (3 – 4 layers)
P a g e | 26
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
3.0 Mould Line Drawing
P a g e | 27
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
4.0 Concrete mix design Conformance
Note: Further ITP will be followed for concrete testing.
FUJI SILVERTECH CONCRETE PVT.LTD.
Bagodara Plant
Concrete Mix Design Compliance
Project
Mumbai–Ahmedabad High-Speed Rail
(MAHSR)
NB C-4
Mix
M40 HFC
Customer
Specification Details
Mix Description
M40 HFC
Max. Water/Cement ratio
0.40
Cement Type
OPC 53
Min Cement content
350 kg/cum
Max Cement content
500 kg/cum
Flyash content
Nil
GGBS
Nil
Max. Chloride content
0.43 kg/cum
Mix Details
Material
OPC
IS Code Compliance
IS 269-2015
Fine Aggregate
IS 383
Course Aggregate
IS 383
Water
IS 456
Admixtures
IS 9103
P a g e | 28
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
5.0 Truck Loading Drawing
P a g e | 29
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
P a g e | 30
Version No.
Date
1.0
22.07.2022
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
P a g e | 31
Version No.
Date
1.0
22.07.2022
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
P a g e | 32
Version No.
Date
1.0
22.07.2022
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
6.0 Annexure:
6.1 Annexure: Demoulding and handling stresses
Lifting strength calculation (Type A 996mm)
SLS Moment =
0.52 kN.m
SLS Shear force, V = 8.13 kN
Load combination factors- (Table 12-IRS CBC)
Load case
Dead Load
Working
-
ULS
1.30
SLS
-
As per IRS CBC clause 6.4 the concrete have gained more than twice the strength.
Factored Moment (ULS) Mu = 1.35 kN.m (considering twice the strength requirement)
Vu = 21.14 kN (considering twice the strength requirement)
Lifting point
Check for flexure
b=
d=
fck=
Ast =
fy =
0.996 m
0.12 m
8 Mpa
471 mm2
500 Mpa
(6-10# bar)
As per Cl15.4.2.2.1/52/IRS Concrete Bridge code
Req. d eff = Sqrt (1.35*10^6/ 0.15 x 8 x 996)
34 mm
Provided deff= 120 mm > 34m
Mu = 0.87fy Ast Z
Z = (1-(1.1fyAs/(fckbd))x d
=
0.729 d
or
=
Z=
P a g e | 33
Hence Safe
0.95d
whichever is lesser
0.729 d
87.5 mm
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
CI 15.4.2.2.1/52/IRS Concrete Bridge code
Ast = 1.35x10^6/0.87/500/87.49
= 35.53 mm2
Ast min =
=
=
=
0.200 %bd
0.200 x 1000/100 x 120
240 mm²
240 mm²
Hence Ast = 240 mm²
Provided 10 dia 6 Nos (for 0.996m length)
(Ast provided = 473.13 mm²)
(For 0.996m length)
Hence Ast provided is OK
Check for Shear Stress
Shear Force, V =
Factored Shear Force, Vu
=
Shear Stress v =
v
=
8.13 kN
21.138 kN
21140/ (996x120)
0.18 N/mm2
Referring to IRS Concrete Bridge Code, Table - 15
Pt % =
=
Permissible Shear Stress, τc =
100 Ast / b d
0.40
0.31
Hence Safe
s, depth factor =
max of ((500/d)^(1/4) or 0.7)
s, depth factor =
1.43 or0.7
s, depth factor =
1.43
(As per Table 16 IRS CBC)
vc, is the ultimate shear stress in concrete
As per Cl.15.4.3.1-IRS CBC
vc
s*vc
=
=
=
(0.27/Ym) (100AS/bwd)1/3 (fck)1/3
0.32
0.45 N/mm2
As per Cl.15.5.4-IRS CBC-, if v < s vc, No shear reinforcement is required
P a g e | 34
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
P a g e | 35
Version No.
Date
1.0
22.07.2022
% STEEL
< 0.15
M8
0.23
0.25
0.27
0.5
0.343
1
0.432
2
0.544
>3
0.623
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
Transportation strength calculation (Type A996mm)
SLS Moment = 0.7
SLS Shear force, V =
P a g e | 36
kN.m
2.25 kN
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
Load combination factors- (Table 12-IRS CBC)
Load case
Working
ULS
SLS
Dead Load
1.30
As per IRS CBC clause 6.4 the concrete have gained more than twice the strength.
Factored Moment,(ULS) Mu = 1.82 kN.m (considering twice the strength requirement)
Vu = 5.85 kN (considering twice the strength requirement)
Check for flexure
b=
D=
d=
fck=
Ast =
fy =
0.996 m
0.08 m
0.041 m
8 Mpa
164 mm2
410 Mpa
(13-4# bar)
As per Cl15.4.2.2.1/52/IRS Concrete Bridge code
Req. d eff = Sqrt (1.82*10^6/ 0.15 x 8 x 996)
39 mm
Provided deff=
41 mm
Mu = 0.87fy Ast Z
Z = (1-(1.1fyAs/(fckbd))x d
=
0.774 d
or
=
=
> 39mm
Hence Safe
0.95d
whichever is lesser
0.774 d
31.7 mm
Cl15.4.2.2.1/52/IRS Concrete Bridge code
Ast = 1.82x10^6 / 0.87/410/31.72
=
160.87 mm2
Ast min =
=
=
=
P a g e | 37
0.200 %bd
0.200 x 1000/100 x
82 mm²
161 mm²
Hence Ast required
41
=
161
mm2
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Provided
4 dia
Version No.
Date
1.0
22.07.2022
13 Nos
(Ast provided = 164.02 mm²)
(For 0.996m length)
(For 0.996m length)
Hence Ast provided is OK
Check for Shear Stress
Shear Force, V =
Factored Shear Force, Vu
=
Shear Stress v =
v
=
2.25 kN
5.85 kN
5850/ (996x41)
0.14 N/mm2
Referring to IRS Concrete Bridge Code, Table - 15
Pt % =
100 Ast / b d
=
0.40
Permissible Shear Stress, τc =
0.31
s,depth factor =
s,depth factor =
s,depth factor =
Hence Safe
max of ((500/d)^(1/4) or 0.7)
1.87 or 0.7
1.87
(As per Table 16 IRS CBC)
vc, is the ultimate shear stress in concrete
As per Cl.15.4.3.1-IRS CBC
Vc
s*vc
=
(0.27/Ym) (100AS/bwd)1/3 (fck)1/3
=
0.32
=
0.60 N/mm2
As per Cl.15.5.4-IRS CBC-, if v < s vc, No shear reinforcement is required
P a g e | 38
Fuji Silvertech concrete Private Limited
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
P a g e | 39
Version No.
Date
1.0
22.07.2022
Fuji Silvertech concrete Private Limited
% STEEL
M8
< 0.15
0.25
0.5
1
2
>3
0.23
0.27
0.343
0.432
0.544
0.623
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
Version No.
Date
1.0
22.07.2022
6.2 Checklist (Rev 01)
Checklist of activities
Sr. No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
Activity
Space allocation of mould
Cleanliness of mould area
Safety inspection of area
Placement of moulds
Cleanliness of moulds
Levelling of mould
Release agent/oil application on mould
Tightening of mould
Rebar mesh placement near mould
Rebar mesh inspection for overall condition
Rebar mesh inspection for diameter and numbers of bars
Visual inspection of concrete
Unloading of concrete at pour point
Temperature recording of concrete
Levelling of concrete
Final troweling of concrete
Concrete cooling
Covering concrete with tarpaulin at atmospheric temperature
Cleaning of bucket for stiffened concrete
Application of steam curing
Recording temperature readings of steam curing
Closing steam valves
Removal of tarpaulin for demoulding process
Inspection of product for hardening
Opening lock chains/bolts
Cooling down of product in mould
If ambient temperature is more than 40 deg C, compressed air flow to be
applied
Inspection to check that product has sufficient demoulding strength (check
nondestructive test 8 N/sq mm or 3.5 to 4 hours stripping time.)
Removal of product from mould
Placement of product near mould
Cooling of product for 30 min on shop floor
Compound curing or water curing to be applied
Moving product to stockyard (If product temperature is ± 10 degree centigrade
with respect to the ambient temperature)
Lifting of product in 5 Ton forklift with care such that outer edge of noise
barrier is about 450 mm from fork
Placement of product in stockyard and stamping of casting date, product
identification no, product size and product type on side wall
P a g e | 40
Fuji Silvertech concrete Private Limited
Check
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR)
DI No.
36
37
Version No.
Date
1.0
22.07.2022
Stacking of product in stockyard in max 4 layers with wooden battens between
them
Lifting of product with forklift and placement in dispatch vehicle
Quality Checklist of activities
Sr. No.
1
2
3
4
5
6
7
8
9
10
Activity
Testing of cement as per ITP
Testing of coarse aggregates as per ITP
Testing of fine aggregates as per ITP
Testing of reinforcement as per ITP
Testing of water as per ITP
Testing of concrete as per ITP
Inspection of mould and shutter as per ITP
Inspection of rebar as per ITP
Inspection of full product as per ITP
Calibration of equipment
P a g e | 41
Fuji Silvertech concrete Private Limited
Check
Quality plan
DI No.
Version No.
Date
1.0
08.07.2022
FSC-IMS/QC/FM-01C
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Raw material: Cement (OPC 53 Grade)
SI.
NO
Activity / Process
Reference Document /
Code
Acceptance criteria
Quantum of Check
/ Frequency
Vendor /
Sub-Contr.
Responsibility
EMPLOYER /
MGCPL
EMPLOYER's
QC
ENGINEER
Verification / Inspection Records
Physical Requirements
1
Normal consistency
2
Initial Setting time
3
Final Setting time
IS 269 - 201 5
IS 4031 - 1988 (Part 4)
IS 269 - 201 5
IS 4031 - 1988 (Part 5)
IS 269 - 2015
IS 4031 - 1988 (Part 5)
30 min (min)
-
MTC – each batch
per week
10 hrs (max)
H
R
R
H
R
R
H
R
R
4
Soundness By
Le-Chatelier Method
IS 269 -2015 /
IS 403 - 1988 (Part-2)
10 mm (max)
One In-house test
per week /batch*
H
R
R
5
Compressive Strength
IS 269 - 2015
IS 4031 - 1988 (Part 5)
3d Strength - 27 MPa (min),
7d Strength - 37 MPa (min),
28 d Strength - 53 MPa (min).
Third-party once in
3 month
H
R
R
6
Fineness
IS 269 - 2015
IS 4031 - 1988 (Part 2)
225 m2/I<g (min)
H
R
R
0.80 to 1.02
H
R
R
0.66 (min)
H
R
R
H
R
R
H
R
R
H
H
R
R
R
R
H
R
R
MTC per week
Each week as per contract/
Independent report per Quarter (3
months)
Chemical Analysis
7
8
9
Ratio of % of lime to % silica, alumina
and iron oxide (Lime Saturation
Factor)
Ratio of alumina to that of Iron
oxide % AL203/Fe203, Min.
Magnesia % by Mass
10
Sulphur content as Sulphuric
Anhydride (So3) % by mass, Max.
11
12
Insoluble Residue (by mass)
Loss on Ignition % by Mass
13
Total Chloride Contents % by Mass.
IS 260 - 2015
IS 4032: 2014
Legend: C - Check; W - Witness; R - Review, H - Hold
Page 1 of 10/ Fuji Silvertech concrete Private Limited
6.0096 (max)
3.5% max
5.00% (max)
4.00% max
Max Limit is 0.1%for RCC Works and
0.05% for prestressed concrete
One test at every six
months & MTC for
every week no.
MTC for Every Week No. &
/ Independent Lab Test Report
once in six months.
Quality plan
DI No.
FSC-IMS/QC/FM-01C
Version No.
Date
1.0
08.07.2022
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Raw material: Coarse Aggregate
SI.
NO
Activity / Process
Reference Document / Code
Acceptance criteria
Quantum of Check /
Frequency
Vendor
/ SubContr.
Responsibility
EMPLOYER /
MGCPL QC
EMPLOYER's
ENGINEER
Verification / Inspection
Records
Test Requirements
1
Gradation
2
Surface Moisture Content
3
Aggregate Impact Value
4
Flakiness & Elongation Index
5
Los angeles Abrasion Value
6
Aggregate Crushing Value
7
Specific Gravity
8
Water Absorption
9
10
11
IS: 2386 (part 1) : 1963/4
IS 383:2016
IS: 2386 (part III): 1963 /
IS 383:2016
IS: 2386 (part IV): 1963 /
IS 383:2016
IS: 2386 (part I): 1963 /
IS 383:2016
IS: 2386 (part IV): 1963 /
IS 383:2016
IS: 2386 (part IV): 1963 /
IS 383:2016
IS: 2386 (part III): 1963 /
IS 383:2016
IS: 2386 (part III): 1963 /
Clause 4.2, Technical specification
VI - 3
Soundness With Sodium
Sulphate (Na2SO4)
Soundness With Magnesium
Sulphate(MgSO4)
IS: 2386 (part V): 1963 /
IS 383:2016
Petrography
IS: 2386 (part VIII): 1963 /
IS 383:2017
Alkali Aggregate Reactivity
(By chemical method or by
12
IS 383:2016
mortar bar expansion
method)
Legend: C - Check; W - Witness; R - Review, H - Hold
Page 2 of 10/ Fuji Silvertech concrete Private Limited
Table - 2 of IS: 383 for graded
aggregates of nominal size 10 mm & 20 mm
For water adjustment in batching plant
01 Test (Random) for
each day of supply.
01 Test daily per
Concrete day
H
R
R
H
R
R
45% (Max)
One test weekly
H
R
R
40% (Max)
One test weekly
H
R
R
For wearing surface concrete 30% (max.) and
other than wearing surface: 50% max.
Once in 3 months
H
R
R
30% (Max)
Once in 3 months
H
R
R
-
Once in 3 months
H
R
R
3% (Max)
Once in 3 months
H
R
R
12% (Max)
R
R
R
18% (Max)
R
R
R
R
R
R
R
R
R
Suitable for concrete
Innocuous
Once during source
approval
In-House Test Report
/Independent Lab Test Report
Independent Lab Test Report
Quality plan
DI No.
Version No.
Date
1.0
08.07.2022
FSC-IMS/QC/FM-01C
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Raw material: Fine Aggregate
Responsibility
SI.
NO
Activity / Process
Reference Document /
Code
Acceptance criteria
Quantum of Check /
Frequency
Vend
or /
SubContr.
MGCPL
QC
EMPLOYER /
EMPLOYER's
ENGINEER
H
R
R
H
R
R
R
R
Verification / Inspection Records
Test Requirements
1
Gradation
2
Silt Content / materials
finer than 7 5
3
Moisture Content
4
Specific Gravity
5
Water Absorption
6
7
8
9
IS: 2386 (part I): 1963 /
IS 383:2016
IS: 2386 (part I): 1963 /
IS 383:2016
IS: 2386 (part III): 1963
/
IS 383:2016
IS: 2386 (part III): 1963
/ IS 383:2016
IS: 2386 (part III): 1963
/
Clause 4.2, Technical
specification VI - 3
Soundness With Sodium
Sulphate (Na2S04)
Soundness With Magnesium
Sulphate(MgSO4)
IS: 2386 (part V): 1963 /
IS 383:2016
Petrography
IS: 2386 (part VIII):
1963 /
IS 383:2017
Alkali Aggregate Reactivity (By
chemical method or by mortar
bar expansion method)
IS 383:2016
Legend: C - Check; W - Witness; R - Review, H – Hold
Page 3 of 10/ Fuji Silvertech concrete Private Limited
As per IS :383:2016
3.00 %(Max) by weight.
01 Test (Random) for each
day of supply
01 Test (Random) for each
day of supply
For water adjustment in
batching plant
01 Test daily per Concrete
day
H
-
Once in a month
H
R
R
3.00 %(Max)
Once in a month
H
R
R
10% (Max)
Once during source
approval
H
R
R
H
R
R
H
R
R
15% (Max)
Suitable for concrete
Innocuous
Note: In case of Crushed
sand from the same source
of coarse aggregates, no
separate tests for fine
aggregate is required.
In case of Natural sand, the
test shall be carried out
separately apart from the
tests carried out on
coarse aggregates.
In-House Test Report / Independent Lab Test Report
Independent Lab Test Report
H
R
R
Quality plan
DI No.
FSC-IMS/QC/FM-01C
Version No.
Date
1.0
08.07.2022
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Raw material: Construction water
SI.
NO
Activity / Process
Reference Document /
Code
Acceptance criteria
Quantum of Check /
Frequency
Vendor /
SubContr.
Responsibility
EMPLOYER /
MGCPL
EMPLOYER's
QC
ENGINEER
Test Requirements
1
pH value
2
Total Organic Solids
IS 3025 (Part-11) 2006
IS 3025 (Part-18) 1984
6.00 min.
200 mg/ltr (max), (IRC CBC-CI 4.3.2 )
H
H
R
R
R
R
3
IS 3025 (Part-18) 1984
3000 mg/ltr (Max) ,(IRC CBC-Cl 4.3.2 )
H
R
R
IS 3025 (Part-32)
2003/IRS CBC-CI 4.3
2000 mg/ltr for Plain concrete
1000 mg/ltr for reinforced concrete
500 mg/I for prestressed concrete
works.
H
R
R
H
R
R
H
R
R
4
Inorganic Solids
Chlorides as CL
Initially one Test
during source approval
and one Test for
every month for the
first quarter thereafter
one test
for every 3 months
5
Sulphate Content as SO3
IS 3025 (Part-24) 2003
500.00 mg.ltr (max)
6
Total Suspended Matter
IS 3025 (Part-l7) 2012
2000.00 mq/ltr (max)
7
To neutralize 200 ml of sample
of water using methyl orange
as an indicator, It should not
require more than 10 ml of 0.1
normal HCI
IS 3025 (Part-23)
2003/IRS CBC-CI 4.3
10 ml (max)
H
R
R
8
To neutralize 200 ml of sample
of water using phenolphalein
as an indicator, it should
require not required more
than 2 ml of 0.1 normal NaOH
IS 3025 (Part-23) 2003/
IRS CBC-CI 4.3
2 ml (max)
H
R
R
Legend: C - Check; W - Witness; R - Review, H - Hold
Page 4 of 10/ Fuji Silvertech concrete Private Limited
Verification / Inspection Records
Independent Lab Test Report
Quality plan
DI No.
FSC-IMS/QC/FM-01C
Version No.
Date
1.0
08.07.2022
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Raw material: Reinforcement Steel Grade Fe 500D and Fe 550D
SI.
NO
Activity / Process
Reference Document / Code
Acceptance criteria
Quantum of Check /
Frequency
Vendor /
SubContr.
Responsibility
EMPLOYER /
MGCPL
EMPLOYER's
QC
ENGINEER
Verification / Inspection Records
Test Requirements
1
2
3
4
5
Nominal Mass in kg/m
0.2% Proof Stress/Yield
Stress
Tensile Strength
Elongation Percentage
Bend and Rebend Test
IS 1786 - 2008 (R 2018)
As per Table 1 & 2, Clause
6.2 and 7.2.2 of IS: 1786-2008
H
R
R
IS 1786 - 2008 (R 2018)
500 N/mm2(Min.)
H
R
R
IS 1786 - 2008 (R 2018)
IS 1786 - 2008 (R 2018)
565 N/mm2(Min.)
16 % (Min)
H
H
R
R
R
R
IS 1786 - 2008 (R 2018)
No rupture or cracks visible to a person
of normal or corrected vision on the
bend/rebend portion.
H
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
01 Test per dia per 50
MT & MTC for each lot
MTC/Third party test report
Chemical Analysis
6
Carbon Content
IS 1786 - 2008 (R 2018)
0.25% (Max.)
7
8
9
Sulphur Content
Phosphorus Content
Sulphur & Phosphorus
IS 1786 - 2008 (R 2018)
IS 1786 - 2008 (R 2018)
IS 1786 - 2008 (R 2018)
0.04% (Max.)
0.04% (Max.)
0.075 % (Max.)
10
Carbon Equivalent
IS 1786 - 2008 (R 2018)
0.5 % (Max,)
Legend: C - Check; W - Witness; R - Review, H - Hold
Page 5 of 10/ Fuji Silvertech concrete Private Limited
01 Test per 50MT
& MTC for each lot.
MTC /In-house Test Report/Independent
Lab Report
Quality plan
DI No.
FSC-IMS/QC/FM-01C
Version No.
Date
1.0
08.07.2022
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Raw material: Chemical Admixture
SI.
NO
Activity / Process
Reference Document / Code
Acceptance criteria
Quantum of Check /
Frequency
Vendor /
SubContr.
Responsibility
EMPLOYER /
MGCPL
EMPLOYER's
QC
ENGINEER
Verification / Inspection Records
Chemical Requirements
1
pH value
IS 9103
2
Chloride content
IS:6925-1 973(RA-2013)
3
Ash content
IS:9103: 1999 RA-(2013)
4
Dry material content
IS:9103: 1999 RA-(2013)
5
Realtive Density
IS:9103: 1999 RA-(2018)
6
Infra red spectrograph
Clause 4.6(c.vi), Technical
specification VI- 3
Legend: C - Check; W - Witness; R - Review, H - Hold
Page 6 of 10/ Fuji Silvertech concrete Private Limited
6.00 (min.)
Within 10 % of the value or within 0.2%
whichever is greater as stated by the
manufacturer
within 5.00% 0 f the value stated
by the Manufacturer
within 5.00% of the value stated
by the Manufacturer
within +/-0.02 of the value stated by the
Manufacturer
Consistency for each product to
be monitored
One 3rd Party test
once in 3 months &
Review of MTC for
each Lot.
TPT once during
source approval &
Review of report for
each Lot
H
R
R
H
R
R
H
R
R
H
R
R
H
R
R
H
R
R
MTC /Independent Lab Test Report
Infrared test report
Quality plan
DI No.
FSC-IMS/QC/FM-01C
Version No.
Date
1.0
08.07.2022
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Raw material: Concrete
SI.
NO
Activity / Process
Acceptance criteria
Quantum of Check / Frequency
Responsibility
Vendor
EMPLOYER /
MGCPL
/ SubEMPLOYER's
QC
Contr.
ENGINEER
Verification / Inspection Records
Pre-Requisite
1
Concrete Mix Design
2
Calibration of
Batching Plant
Technical specification VI-3 clause 4.8
Each Grade of Concrete.
Whenever there is change ln souce, redesign shall be
Revalidation at every 12 months.
done.
Cement: +/- 2%
Agg, Water & Admix. : +/- 3% of the Qty of
Once in 3 months
constituents being measured.
H
R
R
Approved Concrete Mix Design with Trial and
Test records
H
R
R
Calibration Certificate / Batching Plane
Calibration For/flat.
H
R
R
Slump test report
Batch sheet
Pour Card
H
R
R
Batch sheet
Pour Card
Fresh Concrete
a) Every Truck
b) If the placing is in the same place of the Plant. then
it shall be one test per day.
a) Every Truck
b) If the placing is in the same place of the Plant. then
it shall be one test per shift.
One test per week by Quantab Papers.
Theoretical Chloride Content - Once during the mix
design & once every year during validation of mix
design.
3
Slump / Workability
As per mix design.
4
Concrete
Temperature
Shall be less than 40 Deg C.
5
Total Chloride
Content
0.43 Kg/cum (max) for RCC & PSC. Tested using
Quantab Papers.
Test method, as per Mfr. recommendation
Concrete Bleeding
(For
High Slump Concrete)
No bleeding as per IS 9103
Once during mix design approval & then once per
week.
H
R
R
Concrete Bleeding Test Format.
Air content
As per IS 1199
Shall not be more than 1%hiqher than of the
corresponding control mix
Once during mix design approval & then once per
month for each grade of concrete.
H
R
R
Air content of concrete Test Format
During Trial Mix & As per IS 456.
CI 1.5.2.2
H
R
R
Cube Compressive strength test results
Once a months
H
R
R
Permeability Test Format
Once during mix design approval.
H
R
R
Drying Shrinkage test report
Once during mix design approval.
H
R
R
Flexural Strength test report.
6
7
Hardened Concrete
Compressive Strength Average strength of samples:
8
of Concrete
fck + 3 (min)
Water Permeability
9
25mm (max)
(For RCC)
Drying Shrinkage of
10
0.03% (max)
Concrete
11 Flexural Strength
0.7 √fck (min)
Legend: C - Check; W - Witness; R - Review, H - Hold
Page 7 of 10/ Fuji Silvertech concrete Private Limited
Chloride Content Test Report.
H
R
R
Chloride Content Calculation sheet,
Quality plan
DI No.
Version No.
Date
1.0
08.07.2022
FSC-IMS/QC/FM-01C
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Post pour Inspection/Product Inspection
Responsibility
SI.
NO
Activity / Process
Acceptance criteria
Quantum of Check /
Frequency
Vendor / SubContr.
MGCPL QC
EMPLOYER / EMPLOYER's
ENGINEER
Verification / Inspection Records
1
Dimensions – Length
+ / - 3 mm
4 in 100
H
R
R
In-house inspection report
2
Dimensions – Width
+ / - 3 mm
4 in 100
H
R
R
In-house inspection report
3
Dimensions – Height
+ / - 3 mm
4 in 100
H
R
R
In-house inspection report
4
Dimensions- Thickness
+ / - 3 mm
4 in 100
H
R
R
In-house inspection report
Note: Combined tolerance of 1 lot (25 noise barriers) should be within +/-20 mm.
Page 8 of 10/ Fuji Silvertech concrete Private Limited
Quality plan
DI No.
FSC-IMS/QC/FM-01C
Version No.
Date
1.0
08.07.2022
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Pre-pour Inspection (Reinforcement Inspection)
Responsibility
SI NO
1
Activity / Process
Reinforcement
cage inspection
of Type A
Reference Document / Code
Acceptance criteria
As per BBS
As per BBS
As per BBS
As per BBS
As per BBS
As per BBS
As per BBS
As per BBS
1000 mm
2
900 mm
3
750 mm
4
700 mm
5
1000 mm
Reinforcement
6
900 mm
cage inspection
7
750 mm
of Type B
8
700 mm
Legend: C - Check; W - Witness; R - Review, H – Hold
Page 9 of 10/ Fuji Silvertech concrete Private Limited
Quantum of
Check /
Frequency
Vendor /
Sub-Contr.
MGCPL QC
EMPLOYER /
EMPLOYER's ENGINEER
As per Approval Drawing
H
R
R
As per Approval Drawing
As per Approval Drawing
As per Approval Drawing
As per Approval Drawing
As per Approval Drawing
As per Approval Drawing
As per Approval Drawing
H
H
H
H
H
H
H
R
R
R
R
R
R
R
R
R
R
R
R
R
R
4 in 100
Verification / Inspection
Records
In-house inspection
report
Quality plan
DI No.
FSC-IMS/QC/FM-01C
Version No.
Date
1.0
08.07.2022
Updated as on : 20.01.23
Product: Noise Barrier
Project : Mumbai – Ahmedabad High Speed Rail
Sizes: 1000 mm, 900 mm, 750 mm, 700 mm
Types: Type A and Type B for all sizes
Purchaser / Client : MGCPL
Document No :
Pre-pour Inspection (Shutter and Mould Inspection)
Responsibility
SI.
NO
Activity / Process
Acceptance criteria
Quantum of Check /
Frequency
+-2 mm
Vendor / SubContr.
MGCPL QC
EMPLOYER /
EMPLOYER's
ENGINEER
4 in 100
R
R
R
1
Level of shutter
2
Oiling
As per FSC checklist
Every casting
R
R
R
3
Cleaning of shutter
As per FSC checklist
Every casting
R
R
R
Legend: C - Check; W - Witness; R - Review, H – Hold
Page 10 of 10/ Fuji Silvertech concrete Private Limited
Verification / Inspection Records
In-house inspection report
MIX DESIGN REPORT FOR NOISE BARRIER
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR-C4)
DI No.
Version No.
Date
FS-IMS/QC/CR/001
1.0
20.09.2022
FS-IMS/QC/CR/001-REV00
PREPARED BY
REVIEWED BY
APPROVED BY
Name :
M/s, FUJI SILVERTECH
CONCRETE PVT. LTD
L&T
TCAP/NHSRCL
Designation :
VENDOR
Reviewed
Signature :
Date :
24-09-2022
MUMBAI-AHMEDABAD HIGH SPEED RAIL (MAHSR-C4)
DI No.
FS-IMS/QC/CR/001
Version No.
1.0
Date
20.09.2022
CONTENT
1.1
Mix design sheet ....................................................................... Page 1
1.2
Concrete trial mix observation & record ................................... Page 4
1.3
Sieve Analysis for Fine aggregates ............................................. Page 7
1.4
Sp. Gravity & water absorption for fine aggregates ................... Page 7
1.5
Chemical test for Fine aggregates ............................................. Page 8
1.6
Sieve Analysis for Coarse aggregates ........................................ Page 13
1.7
Sp. Gravity & water absorption for fine aggregates .................. Page 13
1.8
Chemical test for Coarse aggregates ........................................ Page 14
1.9
ACT Test ................................................................................... Page 18
1.10 Compressive Strength .............................................................. Page 19
1.11 Water Test ................................................................................ Page 21
1.12 Admixture Test ......................................................................... Page 23
1.13 Cement Test ............................................................................. Page 24
1.14 Air content of Concrete ........................................................... Page 27
1.15 Bleeding of Concrete ............................................................... Page 29
1.16 Chloride content by Quantab paper ......................................... Page 31
1.17 Cement MTC ............................................................................ Page 33
1.18 Admixture MTC ........................................................................ Page 42
Fuji Silvertech concrete Private Limited
MIX DESIGN
Page1
Page2
Page3
CONCRETE TRIAL MIX
OBSERVATION
Page4
Page5
FINE AGGREGATES
TEST REPORT
Page6
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
9
CIMEC
www.cimec.in
TEST REPORT
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Format No. : QF/7.8/01
ULR : TC554922000014620F
: CT/ME/2208100058
Report No.
: 01/09/2022
Issue Date
Commencement Date: 13/08/2022
31/08/2022
Completion Date
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Aggregate
6mm, Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01,
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Name of Work/Project
B. Test Parameters
( Discipline
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Sr.
No.
1
MECHANICAL: Group : Building Material)
Specified Requirement As per
IS 383:2016
Observed Value
Unit
Test Method
10mm IS Sieve
% Passing
IS 2386(Pt-1):1963
100
4.75mm IS Sieve
% Passing
IS 2386(Pt-1):1963
98
IS 2386(Pt-3):1963
2.91
Test Parameters
(Physical Test)
Sieve Analysis
2
Specific Gravity
3
Water Absorption
4
Surface Moisture
5
Soundness (By Na2S04)
6
Soundness (By MgS04)
C. Remarks :
%
%
%
%
IS 2386(Pt-3):1963
1.18
IS 2386(Pt-3):1963
0.36
IS 2386(Pt-5):1963
12 Max.
1.98
IS 2386(Pt-5):1963
18 Max.
2.16
NIL
**End of Report**
REVIEWED & AUTHORIZED
^OLOg^n
o
o
£
%
7
GH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page7
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006268F
: CT/CH/2208100018
Report No.
: 22/08/2022
Issue Date
Commencement Date : 16/08/2022
Customer's Details: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Completion Date
22/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Coarse Aggregate
6mm, Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01
Date of Receipt
:
10/08/2022
Sample Qty
:
25Kg (Loose bag)
Any other information
Name of Client
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
( Discipline : CHEMICAL; Group : Building Material)
B. Test Parameters
Sr.
No.
1
Unit
Test Method
Observed Value
Dissolved Silica (Si02)
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
20
Reduction in Alkalinity
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
179
Test Parameters
Alkali aggregate reactivity (Chemical
Method)
C. Remarks :
As per Standard curve in figure-6 of cl.no.3.10 of IS 2386(Pt-7):1963 the test result of Potential alkali aggregate
reactivity represents the innocuous character of aggregate.
**End of Report**
REVIEWED & AUTHORIZED
aOLOG/.
&
O
\ -A
Ui
5
o
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page8
®
w
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIMEC
CIN: U291OOGJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014621F
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/M E/2208100059
Issue Date
: 01/09/2022
Commencement Date: 13/08/2022
Completion Date
31/08/2022
Page No.
1/2
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Fine Aggregate
Source - Metal Village, Sanand, Ahmedabad, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01,
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
Name of Consultant/PMC/TPI
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
( Discipline : MECHANICAL; Group : Building Material)
B. Test Parameters
Sr.
No.
Test Parameter
1
Sieve Analysis
Unit
Specified Requirement As per
IS 383:2016
Test Method
Observed Value
Zone III
10.0 mm IS Seive
% passing
IS 2386(Pt-1):1963
100
100
4.75 mm IS Seive
% passing
IS 2386(Pt-1):1963
90-100
100
2.36 mm IS Seive
% passing
IS 2386(Pt-1):1963
85-100
99
1.18 mm IS Seive
% passing
IS 2386(Pt-1):1963
75-100
98
0.600 mm IS Seive
% passing
IS 2386(Pt-1):1963
60-79
78
0.300 mm IS Seive
% passing
IS 2386(Pt-1):1963
12-40
30
0.150 mm IS Seive
% passing
IS 2386(Pt-1):1963
00-10
01
IS 2386(Pt-3):1963
2.61
%
IS 2386(Pt-3):1963
1.19
Moisture Content
%
IS 2386(Pt-3):1963
1.72
5
Silt Content
%
IS 2386(Pt-2):1963
2.42
6
Deleterious Material
%
IS 2386(Pt-2):1963
1.00 Max.
0.00
0.00
2.57
2
Specific Gravity
3
Water Absorption
4
Clay lumps
Coal & Lignite
%
IS 2386(Pt-2):1963
1.00 Max.
Material finer than 75p
%
IS 2386(Pt-1):1973
3.00 Max. (Uncrushed)
15.00 Max. (For Crushed
12.00 (For
Sand)
Mixed Sand)
Total deleterious material
7
Soundness (by Na2So4)
%
%
IS 2386(Pt-2):1963
5.00 Max.
2.57
IS 2386 (Pt-5):1963
10 Max.
2.26
REVIEWED
AUTHORIZED
&
CJ
LU
*
cr
o
*V
,-/*
^
_ _- - - w.. .
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred normittjgff; Pf^c^port is not toDi<g©Hitoid
& forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing t5irector CIMEC feAibtfcbi^SCNlf
observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invGJeM6C3ntfc6(TH|l^|0ne(a)Qijgign e^ejvic^^erleaf.
H
Page9
CIMEC
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014621F
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
®
v
CIMEC TECHNOLOGIES PRIVATE LIMITED
Report No.
: CT/ME/2208100059
Issue Date
: 01/09/2022
Commencement Date : 13/08/2022
Completion Date
31/08/2022
Page No.
2/2
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Fine Aggregate
Source - Metal Village, Sanand, Ahmedabad, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Name of Work/Project
( Discipline
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Sr.
No.
8
Test Parameter
Soundness (by MgSo4)
C. Remarks :
MECHANICAL; Group : Building Material)
Unit
Test Method
Specified Requirement As per
IS 383:2016
Observed Value
%
IS 2386 (Pt-5):1963
15 Max.
2.41
Nil
**End of Report**
REVIEWED &. AUTHORIZED
aolog.
&
&
o
&
&
<
LU
5o
%
A. K.
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD
NOTE: The above results are related only to the test/s performed on the sample, Endorsement ot the product is neither interred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page10
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
w
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006269F
Report No.
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
Issue Date
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
: CT/CH/2208100019
: 22/08/2022
Commencement Date : 16/08/2022
Completion Date
22/08/2022
Page No.
1/1
; Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
;
Fine Aggregate
Source - Metal Village, Sanand, Ahmedabad, Date of Sample : 03/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
25Kg (Loose bag)
Name of Consultant/PMC/TPI
TCAP
National High Speed Rail Corporation Limited (NHSRCL)
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
(
Discipline
:
CHEMICAL;
Group : Building Material)
B. Test Parameters
Sr.
No.
1
Unit
Test Method
Observed Value
Dissolved Silica (Si02)
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
19
Reduction in Alkalinity
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
189
Test Parameters
Alkali aggregate reactivity (Chemical
Method)
C. Remarks :
As per Standard curve in figure-6 of cl.no.3.10 of IS 2386(Pt-7):1963 the test result of Potential alkali aggregate
reactivity represents the innocuous character of aggregate.
**End of Report**
o
REVIEWED $ AUTHORIZED
\
LU
3
O
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page11
COARSE AGGREGATES
TEST REPORT
Page12
CIMEC TECHNOLOGIES PRIVATE LIMITED
p
CIMEC
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014618F
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
: CT/ME/2208100056
Report No.
: 01/09/2022
Issue Date
Commencement Date: 13/08/2022
31/08/2022
Completion Date
1/1
Page No.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Coarse Aggregate (10 mm Single Sized)
Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing : Sealed
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
Sample, Sample Number: 01,
Name of Consultant/PMC/TPI
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
( Discipline : MECHANICAL; Group : Building Material )
B. Test Parameters
Sr.
No.
1
2
Unit
Test Method
Specified Requirement As per
IS 383:2016
Observed Value
12.5 mm
% passing
IS 2386(Pt-1):1963
100
100
10 mm
% passing
IS 2386(Pt-1):1963
85-100
97
4.75 mm
% passing
IS 2386(Pt-1):1963
0-20
14
2.36 mm
% passing
IS 2386(Pt-1):1963
0-5
00
%
IS 2386 (Pt-1):1963
40 Max.
23
Test Parameters
(Physical Test)
Sieve Analysis
Combined Flakiness &
Elongation Index
3
Specific Gravity
4
Water Absorption
IS 2386(Pt-3):1963
2.91
%
IS 2386(Pt-3):1963
1.05
5
Surface Moisture
%
IS 2386(Pt-3):1963
6
Impact Value
%
IS 2386(Pt-4):1963
30 Max.(WS)/45 Max.(NWS)
09
7
Crushing Value
%
IS 2386(Pt-4):1963
30 Max. (WS/NWS)
14
8
Abrasion Value
%
IS 2386(Pt-4):1963
30 Max.(WS)/50 Max.(NWS)
12
9
Soundness (By Na2S04)
%
IS 2386(Pt-5):1963
12 Max.
1.70
10
Soundness (By MgS04)
%
IS 2386(Pt-5):1963
18 Max.
1.87
C. Remarks :
0.32
Nil
**End of Report**
&
o
LU
\
o
I.3,
5
REVIEWED ftsAUTHORIZED
-"'ANK^INGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page13
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006266F
Customer’s Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/CH/2208100016
Issue Date
: 22/08/2022
Commencement Date : 16/08/2022
Completion Date
22/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
Coarse Aggregate
10mm, Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01,
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
Name of Consultant/PMC/TPI
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
(
Discipline
:
CHEMICAL;
Group : Building Material)
B. Test Parameters
Sr.
No.
1
Unit
Test Method
Observed Value
Dissolved Silica (Si02)
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
22
Reduction in Alkalinity
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
179
Test Parameters
Alkali aggregate reactivity (Chemical
Method)
C. Remarks :
As per Standard curve in figure-6 of cl.no.3.10 of IS 2386(Pt-7):1963 the test result of Potential alkali aggregate
reactivity represents the innocuous character of aggregate.
“End of Report**
o
LU
REVIEWED & AUTHORIZED
£
5
o
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page14
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014619F
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
®
w
: CT/ME/2208100057
Report No.
: 01/09/2022
Issue Date
Commencement Date: 13/08/2022
31/08/2022
Completion Date
1/1
Page No.
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
Date of Receipt
Sample Qty
Any other information
Name of Client
Name of Consultant/PMC/TPI
Name of Contractor/Agency
Name of Sub Contractor
Name of Work/Project
B. Test Parameters
( Discipline
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Larsen & Toubro Ltd. HCIC
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
MECHANICAL; Group : Building Material)
Unit
Test Method
Specified Requirement As per
IS 383:2016
Observed Value
40 mm
% passing
IS 2386(Pt-1):1963
100
100
20 mm
% passing
IS 2386(Pt-1):1963
85-100
87
10 mm
% passing
IS 2386(Pt-1):1963
0-20
00
4.75 mm
% passing
IS 2386(Pt-1):1963
0-5
00
%
IS 2386 (Pt-1):1963
40 Max.
19
Sr.
No.
Test Parameters
(Physical Test)
1
Sieve Analysis
2
: Coarse Aggregate (20 mm Single Sized)
Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing : Sealed
Sample, Sample Number: 01,
: 10/08/2022
: 25Kg (Loose bag)
Combined Flakiness &
Elongation Index
3
Specific Gravity
4
Water Absorption
5
Surface Moisture
6
Impact Value
7
Crushing Value
8
Abrasion Value
9
Soundness (By Na2S04)
10
Soundness (By MgS04)
C. Remarks :
%
%
%
%
%
%
%
IS 2386(Pt-3):1963
2.93
IS 2386(Pt-3):1963
0.82
IS 2386(Pt-3):1963
0.20
30 Max.(WS)/45 Max.(NWS)
08
IS 2386(Pt-4):1963
30 Max. (WS/NWS)
12
IS 2386(Pt-4):1963
30 Max.(WS)/50 Max.(NWS)
10
IS 2386(Pt-5):1963
12 Max.
1.45
IS 2386(Pt-5):1963
18 Max.
1.66
IS 2386(Pt-4):1963
Nil
**End of Report**
UJ
o
a
2
O
%
REVIEWE
AUTHORIZED
K. SINGH
ality)
Direc
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week, i Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page15
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006267F
Report No.
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
: CT/CH/2208100017
: 22/08/2022
Issue Date
Commencement Date : 16/08/2022
Completion Date
22/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
Coarse Aggregate
20mm, Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
Name of Consultant/PMC/TPI
: TCAP
Name of Contractor/Agency
: Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
; Fuji Silvertech Concrete Pvt. Ltd.
: National High Speed Rail Corporation Limited (NHSRCL)
: Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
B. Test Parameters
( Discipline : CHEMICAL; Group : Building Material)
Sr.
No.
1
Unit
Test Method
Observed Value
Dissolved Silica (Si02)
Millimoles/ltr.
IS 2386 (Pt-7) ; 1963
23
Reduction in Alkalinity
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
169
Test Parameters
Alkali aggregate reactivity (Chemical
Method)
C. Remarks :
As per Standard curve in figure-6 of cl.no.3.10 of IS 2386(Pt-7):1963 the test result of Potential alkali aggregate
reactivity represents the innocuous character of aggregate.
**End of Report**
REVIEWED & AUTHORIZED
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page16
COMPRESSIVE STRENGTH
TEST REPORT
Page17
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
w
CIMEC
www.cimec.in
"Format No. : QF/7.8/01
TEST REPORT
ULR : TC554922000015646F
CT/ME/2209020039
Report No.
: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET CORPORATE PARK, NEAR Issue Date
SOLA FLYOVER, S.G. ROAD, THALTEJ, AHMEDABAD GUJARAT Analysis Date
Customer's ID
05-09-22
03-09-22
1 of 1
Page No.
: FSCPL/B/QC/TP/20220902/08/ TO 14 Date 02/09/2022
Your Ref No.
A. Particulars of Sample (As declared by Party)
: Concrete Cube (ACT Boiling water)Corresponding Mix Design Report
No.CT/ME/2208250027, Grade/Type : M40, Date of Casting : 02/09/2022
Material Name and Particulars
: 02-09-2022
Date of Receipt
B. Any other information
Name of Client
Name of Contractor/Agency
Sample Qty :
3 Nos
NHSRCL
Larsen & Toubro Ltd. HCIC
Name of Consultant/PMC/TPI
Name of Sub-Contractor
TCAP
Fuji Silvertech Concrete Pvt. Ltd.
Name of Project
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
: ( Discipline : MECHANICAL; Group :Building Material)
C. Test Parameter
£
£
Ol ST'
| |
O) -c
c
T3
O
6
z
W
o
3=
£CD
O
5
w
re
E
re
•o
1
2
a
c
33
c/j
CO
o
a)
c
•4=
w
CD
»♦—
Q
re
re
o
CN
CN
CN
CN
re
CO
lof 3
IS 9013:1978;
15 516:1959;
(Reaff.2008)
2 of 3
o
o
cn
o
cn
o
co
o
CN
CN
o
3
D. Remarks
3 of 3
:
CN
E
E
E
E
E
E
£
£
■a
O)
cn
c
re
$
E
re
I
Ol
E
E
*
O)
&
22
w
re
2
<
V)
c
re
a
z
•o
re
o
S££
£ 2 E
w 0) E
0)
>
X3
JE
0) V) Z
O
Q. .2 3
I<°
o
CJ —
«!»>>.
0) z
o ^
“ D)
v> <■ c
<U i_ -r-
fc W «
o « Q
° is
I §
O
150.0 150.0
150.0
22500.0
8.286
2455.1
614.8
27.32
52.90
150.0 150.0
150.0
22500.0
8.306
2461.0
630.2
28.01
54.02
150.0 150.0
150.0
22500.0
8.252
2445.0
619.4
27.53
53.24
<u
>
a>
9r£
E u>
o 2!
g,«
2
re
>
<
53.4
1)lmmersion Time (Curing tank):02:15 PM ; 2)Removal Time (Curing Tank):05:45 PM ;
3)lmmersion Time (Cooling tank): 05:50 PM 4) Removal Time(Cooling tank): 07:50 PM ;
5)Time of Compressive Strength Test: 07:50 PM 6) Age of Specimen: 28:32 Hrs.
**End of Report**
REVIEWED,& (AUTHORIZED
AOLOG/,
&
o
Li
o
5
o
J8L K. [SJNGH
Dire^W (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd, I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page18
Page19
WATER
TEST REPORT
Page20
CIMEC TECHNOLOGIES PRIVATE LIMITED
p
CIMEC
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006270F
Customer's Details: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/CH/2208100020
Issue Date
: 17/08/2022
Commencement Date : 16/08/2022
Completion Date
17/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Water (For Construction Purpose)
RO Water, Source/Location - Fuji silvertech Plant, Bagodara, Ahmedabad, Date of Sample :
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
1 Ltr.
04/08/2022, Sample Packing : Sealed Sample, Sample Number: 01
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Consultant/PMC/TPI
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Name of Work/Project
B. Test Parameters
( Discipline
Sr.
No.
1
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
CHEMICAL; Group : Water )
Test Parameters(Chemical
Test)
Vol of 0.02N NaOH required
Unit
Test Method
Specified Req. As per IS
456:2000
Observed Value
ml
IS 3025(Pt-22):1986
5 Max.
0.4
ml
IS 3025(Pt-23):1986
25 Max.
0.1
to neutralize 100ml sample
2
Vol. of 0.02N H2S04
Required to neutralize 100ml
sample
3
Organic Matter
mg/I
IS 3025(Pt-18):1984
200 Max.
90
4
Inorganic Matter
mg/I
IS 3025(Pt-18):1984
3000 Max.
74
5
Sulphate
mg/I
IS 3025(Pt-24):1986
400 Max.
10
mg/I
IS 3025(Pt-32):1988
ROC 500 Max. & PCC 2000
102
6
Chloride
Max
7
Suspended Solid
8
pH Value
C. Remarks :
mg/I
IS 3025(Pt-17):1984
2000 Max
11
IS 3025(Pt-11):1983
6 Min.
6.64
Nil
**End of Report**
o
LU
5
O
REVIEW
AUTHORIZED
\
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page21
ADMIXTURE
TEST REPORT
Page22
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
®
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006271F
Customer's Details: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/CH/2208100021
Issue Date
: 23/08/2022
Commencement Date : 20/08/2022
Completion Date
23/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Concrete Admixture (IS 9103:1999)
BASF Master Glanium ACE 8761, Source/Location - Fuji Silvertech plant., Date of Sample :
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
1 Ltr.
04/08/2022, Sample Packing : Sealed Sample, Sample Number: 01,
Name of Consultant/PMC/TPI
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
B. Test Parameters
( Discipline : CHEMICAL; Group : Building Material )
Sr.
No.
Test Perameters
(Chemical Test)
Unit
Test Method
Specified Requirement As per
IS 9103:1999
Observed Value
6 Min.
8.28
Within 0.02 of the value
1.08
1
pH
IS 9103:1999
2
Relative Density
IS 9103:1999
stated by the Manufacturer
3
Dry Material Content, (For
% by mass
IS 9103:1999
0.95T<=DMC<=1.05T
34.75
liquid admixture)
4
Ash Content
% by mass
IS 9103:1999
0.95T<=AC<=1.05T
1.24
5
Chloride ion Content
% by mass
IS 6925:1973
Within 10% of the value or
0.0019
Within 0.2% whichever is
greater as stated by the
Manufacturer
C. Remarks :
NIL
**End of Report**
REVIEWED & AUTHORIZED
o
LD
5o
'Si
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of (he product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page23
CEMENT
TEST REPORT
Page24
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
®
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006265F
Customer’s Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/CH/2208100015
Issue Date
: 18/08/2022
Commencement Date : 16/08/2022
Completion Date
: 18/08/2022
Page No.
: 1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
;
Date of Receipt
:
Cement (OPC 53 Grade)
Week No.31, Source/Location: Fuji Silvertech Plant (Brand: Ultratech), Date of Sample :
04/08/2022, Sample Packing : Sealed Sample, Sample Number: 01,
10/08/2022
lOKg (Loose bag)
Sample Qty
Any other information
Name of Client
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Fuji Silvertech Concrete Pvt. Ltd.
Name of Sub Contractor
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
B. Test Parameters
( Discipline : CHEMICAL; Group : Building Material )
Sr.
No.
Test Parameters
(Chemical Test)
Unit
Test Method
Specified Requirement As per
IS 269:2015
Observed Value
1
Loss on ignition
% by mass
IS 4032:1985
4.0 Max.
3.3
2
Insoluble Residue
% by mass
IS 4032:1985
5.0 Max.
1.4
3
Total sulphur content
% by mass
IS 4032:1985
3.5 Max.
2.9
% by mass
15 4032:1985
6.0 Max.
1.9
IS 4032:1985
0.80- 1.02
0.95
IS 4032:1985
0.66 Min.
1.03
15 4032:1985
0.1 Max. OR 0.05
0.023
calculated as sulphuric
Anhydride (S03)
4
Magnesia
5
Ratio of percentage of lime to
percentages of silica, alumina
and Iron oxide
6
Ratio of percentage of
alumina to that of iron oxide
7
Chloride content
% by mass
Max.(Prestressed structures)
C. Remarks :
Nil
**End of Report**
REVIEWED & AuiAlbRIZED
o
UJ
5
o
5
.o
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page25
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIMEC
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
®
p
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014617F
INTERIM REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/ME/2208100055
Issue Date
: 23/08/2022
Commencement Date : 16/08/2022
Completion Date
23/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Cement (OPC 53 Grade)
Week No.31, Source/Location: Fuji Silvertech Plant (Brand: Ultratech), Date of Sample :
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
lOKg (Loose bag)
04/08/2022, Sample Packing : Sealed Sample, Sample Number: 01,
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
<
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
B. Test Parameters
( Discipline : MECHANICAL; Group : Building Material )
Sr.
No.
Test Parameters
(Physical Tests)
1
Standard Consistency
2
Fineness (Blaine Air
Specified Requirements As
perlS 269:2015
Unit
Test Method
Observed Value
%
IS 4031 (Pt-4):1988
m2/Kg
IS 4031 (Pt-2):1999
225 Min.
276
mm
IS 4031 (Pt-3):1988
10 Max.
1
32.0
Permeability)
3
Soundness (By Le Chatelier
Medhod)
4
Setting Time (Initial)
min
IS 4031 (Pt-5):1988
30 Min.
120
5
Setting Time (Final)
min
IS 4031 (Pt-5):1988
600 Max.
185
6
Compressive Strength
N/mm2
IS 4031 (Pt-6):1988
27 Min.
37
N/mm2
IS 4031 (Pt-6):1988
37 Min.
45
N/mm2
IS 4031 (Pt-6):1988
53 Min.
Awaited
(72±1h)
7
Compressive Strength
(168±2h)
8
Compressive Strength
(672±4h)
C. Remarks :
Nil
-EndofRep^
AlffTHORIZED
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
Page26
AIR CONTENT OF CONCRETE
REPORT
Page27
Page28
BLEEDING OF CONCRETE
REPORT
Page29
Page30
CHLORIDE CONTENT BY
QUANTAB PAPER
REPORT
Page31
Page32
CEMENT MTC
REPORT
Page33
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.88
__________
0.80
1.02
Min
Max
1.11
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.71
__________
5.00
Max
4. Magnesia (% by mass)
1.14
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
3.12
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.68
__________
4.00
Max
7. Total Chlorides (% by mass)
0.029
__________
0.10
Max
1. Fineness (m2/kg)
310
__________
225
Min
2. Standard Consistency (%)
29.5
__________
3. Setting Time (minutes)
a.Initial
185
__________
30
Min
280
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.045
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.3
__________
27
Min
b.168 +/- 2 hr.(7 days)
48.2
__________
37
Min
c.672 +/- 4 hr.(28 days)
63.5
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 18.06.2022
Week no : 25 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
Page34
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.87
__________
0.80
1.02
Min
Max
1.12
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.78
__________
5.00
Max
4. Magnesia (% by mass)
1.26
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.90
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.76
__________
4.00
Max
7. Total Chlorides (% by mass)
0.039
__________
0.10
Max
1. Fineness (m2/kg)
305
__________
225
Min
2. Standard Consistency (%)
29.5
__________
3. Setting Time (minutes)
a.Initial
175
__________
30
Min
280
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.046
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.4
__________
27
Min
b.168 +/- 2 hr.(7 days)
47.2
__________
37
Min
c.672 +/- 4 hr.(28 days)
64.7
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 25.06.2022
Week no : 26 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
Page35
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.89
__________
0.80
1.02
Min
Max
1.11
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.85
__________
5.00
Max
4. Magnesia (% by mass)
1.23
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.82
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.81
__________
4.00
Max
7. Total Chlorides (% by mass)
0.028
__________
0.10
Max
1. Fineness (m2/kg)
316
__________
225
Min
2. Standard Consistency (%)
29.3
__________
3. Setting Time (minutes)
a.Initial
170
__________
30
Min
270
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.040
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
38.0
__________
27
Min
b.168 +/- 2 hr.(7 days)
48.4
__________
37
Min
c.672 +/- 4 hr.(28 days)
63.5
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 02.07.2022
Week no : 27 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
Page36
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.89
__________
0.80
1.02
Min
Max
1.15
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.72
__________
5.00
Max
4. Magnesia (% by mass)
1.23
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.99
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.73
__________
4.00
Max
7. Total Chlorides (% by mass)
0.041
__________
0.10
Max
1. Fineness (m2/kg)
307
__________
225
Min
2. Standard Consistency (%)
29.8
__________
3. Setting Time (minutes)
a.Initial
190
__________
30
Min
285
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.040
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.2
__________
27
Min
b.168 +/- 2 hr.(7 days)
48.7
__________
37
Min
c.672 +/- 4 hr.(28 days)
63.4
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 09.07.2022
Week no : 28 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
Page37
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.89
__________
0.80
1.02
Min
Max
1.12
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.76
__________
5.00
Max
4. Magnesia (% by mass)
1.20
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.98
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.77
__________
4.00
Max
7. Total Chlorides (% by mass)
0.027
__________
0.10
Max
1. Fineness (m2/kg)
307
__________
225
Min
2. Standard Consistency (%)
29.3
__________
3. Setting Time (minutes)
a.Initial
180
__________
30
Min
275
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.050
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.8
__________
27
Min
b.168 +/- 2 hr.(7 days)
47.8
__________
37
Min
c.672 +/- 4 hr.(28 days)
UT
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 16.07.2022
Week no : 29 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
Page38
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.87
__________
0.80
1.02
Min
Max
1.16
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.81
__________
5.00
Max
4. Magnesia (% by mass)
1.13
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
3.27
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.76
__________
4.00
Max
7. Total Chlorides (% by mass)
0.030
__________
0.10
Max
1. Fineness (m2/kg)
309
__________
225
Min
2. Standard Consistency (%)
29.3
__________
3. Setting Time (minutes)
a.Initial
180
__________
30
Min
275
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.046
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.2
__________
27
Min
b.168 +/- 2 hr.(7 days)
47.4
__________
37
Min
c.672 +/- 4 hr.(28 days)
UT
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 23.07.2022
Week no : 30 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
Page39
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.88
__________
0.80
1.02
Min
Max
1.15
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.84
__________
5.00
Max
4. Magnesia (% by mass)
1.12
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.94
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.72
__________
4.00
Max
7. Total Chlorides (% by mass)
0.028
__________
0.10
Max
1. Fineness (m2/kg)
311
__________
225
Min
2. Standard Consistency (%)
29.5
__________
3. Setting Time (minutes)
a.Initial
185
__________
30
Min
285
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.044
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.7
__________
27
Min
b.168 +/- 2 hr.(7 days)
47.1
__________
37
Min
c.672 +/- 4 hr.(28 days)
UT
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 30.07.2022
Week no : 31 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
Page40
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.89
__________
0.80
1.02
Min
Max
1.19
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.74
__________
5.00
Max
4. Magnesia (% by mass)
1.09
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
3.03
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.77
__________
4.00
Max
7. Total Chlorides (% by mass)
0.028
__________
0.10
Max
1. Fineness (m2/kg)
308
__________
225
Min
2. Standard Consistency (%)
30.3
__________
3. Setting Time (minutes)
a.Initial
180
__________
30
Min
275
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.5
__________
10.0
Max
b.Autoclave Expansion (%)
0.050
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.4
__________
27
Min
b.168 +/- 2 hr.(7 days)
UT
__________
37
Min
c.672 +/- 4 hr.(28 days)
UT
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 06.08.2022
Week no : 32 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
Page41
ADMIXTURE MTC
REPORT
Page42
Page43
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.88
__________
0.80
1.02
Min
Max
1.11
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.71
__________
5.00
Max
4. Magnesia (% by mass)
1.14
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
3.12
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.68
__________
4.00
Max
7. Total Chlorides (% by mass)
0.029
__________
0.10
Max
1. Fineness (m2/kg)
310
__________
225
Min
2. Standard Consistency (%)
29.5
__________
3. Setting Time (minutes)
a.Initial
185
__________
30
Min
280
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.045
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.3
__________
27
Min
b.168 +/- 2 hr.(7 days)
48.2
__________
37
Min
c.672 +/- 4 hr.(28 days)
63.5
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 18.06.2022
Week no : 25 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.87
__________
0.80
1.02
Min
Max
1.12
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.78
__________
5.00
Max
4. Magnesia (% by mass)
1.26
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.90
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.76
__________
4.00
Max
7. Total Chlorides (% by mass)
0.039
__________
0.10
Max
1. Fineness (m2/kg)
305
__________
225
Min
2. Standard Consistency (%)
29.5
__________
3. Setting Time (minutes)
a.Initial
175
__________
30
Min
280
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.046
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.4
__________
27
Min
b.168 +/- 2 hr.(7 days)
47.2
__________
37
Min
c.672 +/- 4 hr.(28 days)
64.7
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 25.06.2022
Week no : 26 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.89
__________
0.80
1.02
Min
Max
1.11
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.85
__________
5.00
Max
4. Magnesia (% by mass)
1.23
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.82
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.81
__________
4.00
Max
7. Total Chlorides (% by mass)
0.028
__________
0.10
Max
1. Fineness (m2/kg)
316
__________
225
Min
2. Standard Consistency (%)
29.3
__________
3. Setting Time (minutes)
a.Initial
170
__________
30
Min
270
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.040
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
38.0
__________
27
Min
b.168 +/- 2 hr.(7 days)
48.4
__________
37
Min
c.672 +/- 4 hr.(28 days)
63.5
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 02.07.2022
Week no : 27 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.89
__________
0.80
1.02
Min
Max
1.15
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.72
__________
5.00
Max
4. Magnesia (% by mass)
1.23
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.99
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.73
__________
4.00
Max
7. Total Chlorides (% by mass)
0.041
__________
0.10
Max
1. Fineness (m2/kg)
307
__________
225
Min
2. Standard Consistency (%)
29.8
__________
3. Setting Time (minutes)
a.Initial
190
__________
30
Min
285
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.040
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.2
__________
27
Min
b.168 +/- 2 hr.(7 days)
48.7
__________
37
Min
c.672 +/- 4 hr.(28 days)
63.4
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 09.07.2022
Week no : 28 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.89
__________
0.80
1.02
Min
Max
1.12
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.76
__________
5.00
Max
4. Magnesia (% by mass)
1.20
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.98
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.77
__________
4.00
Max
7. Total Chlorides (% by mass)
0.027
__________
0.10
Max
1. Fineness (m2/kg)
307
__________
225
Min
2. Standard Consistency (%)
29.3
__________
3. Setting Time (minutes)
a.Initial
180
__________
30
Min
275
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.050
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.8
__________
27
Min
b.168 +/- 2 hr.(7 days)
47.8
__________
37
Min
c.672 +/- 4 hr.(28 days)
UT
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 16.07.2022
Week no : 29 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.87
__________
0.80
1.02
Min
Max
1.16
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.81
__________
5.00
Max
4. Magnesia (% by mass)
1.13
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
3.27
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.76
__________
4.00
Max
7. Total Chlorides (% by mass)
0.030
__________
0.10
Max
1. Fineness (m2/kg)
309
__________
225
Min
2. Standard Consistency (%)
29.3
__________
3. Setting Time (minutes)
a.Initial
180
__________
30
Min
275
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.046
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.2
__________
27
Min
b.168 +/- 2 hr.(7 days)
47.4
__________
37
Min
c.672 +/- 4 hr.(28 days)
UT
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 23.07.2022
Week no : 30 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.88
__________
0.80
1.02
Min
Max
1.15
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.84
__________
5.00
Max
4. Magnesia (% by mass)
1.12
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.94
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.72
__________
4.00
Max
7. Total Chlorides (% by mass)
0.028
__________
0.10
Max
1. Fineness (m2/kg)
311
__________
225
Min
2. Standard Consistency (%)
29.5
__________
3. Setting Time (minutes)
a.Initial
185
__________
30
Min
285
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.044
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.7
__________
27
Min
b.168 +/- 2 hr.(7 days)
47.1
__________
37
Min
c.672 +/- 4 hr.(28 days)
UT
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 30.07.2022
Week no : 31 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.89
__________
0.80
1.02
Min
Max
1.19
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.74
__________
5.00
Max
4. Magnesia (% by mass)
1.09
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
3.03
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.77
__________
4.00
Max
7. Total Chlorides (% by mass)
0.028
__________
0.10
Max
1. Fineness (m2/kg)
308
__________
225
Min
2. Standard Consistency (%)
30.3
__________
3. Setting Time (minutes)
a.Initial
180
__________
30
Min
275
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.5
__________
10.0
Max
b.Autoclave Expansion (%)
0.050
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.4
__________
27
Min
b.168 +/- 2 hr.(7 days)
UT
__________
37
Min
c.672 +/- 4 hr.(28 days)
UT
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 06.08.2022
Week no : 32 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
w
CIMEC
www.cimec.in
"Format No. : QF/7.8/01
TEST REPORT
ULR : TC554922000015646F
CT/ME/2209020039
Report No.
: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET CORPORATE PARK, NEAR Issue Date
SOLA FLYOVER, S.G. ROAD, THALTEJ, AHMEDABAD GUJARAT Analysis Date
Customer's ID
05-09-22
03-09-22
1 of 1
Page No.
: FSCPL/B/QC/TP/20220902/08/ TO 14 Date 02/09/2022
Your Ref No.
A. Particulars of Sample (As declared by Party)
: Concrete Cube (ACT Boiling water)Corresponding Mix Design Report
No.CT/ME/2208250027, Grade/Type : M40, Date of Casting : 02/09/2022
Material Name and Particulars
: 02-09-2022
Date of Receipt
B. Any other information
Name of Client
Name of Contractor/Agency
Sample Qty :
3 Nos
NHSRCL
Larsen & Toubro Ltd. HCIC
Name of Consultant/PMC/TPI
Name of Sub-Contractor
TCAP
Fuji Silvertech Concrete Pvt. Ltd.
Name of Project
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
: ( Discipline : MECHANICAL; Group :Building Material)
C. Test Parameter
£
£
Ol ST'
| |
O) -c
c
T3
O
6
z
W
o
3=
£CD
O
5
w
re
E
re
•o
1
2
a
c
33
c/j
CO
o
a)
c
•4=
w
CD
»♦—
Q
re
re
o
CN
CN
CN
CN
re
CO
lof 3
IS 9013:1978;
15 516:1959;
(Reaff.2008)
2 of 3
o
o
cn
o
cn
o
co
o
CN
CN
o
3
D. Remarks
3 of 3
:
CN
E
E
E
E
E
E
£
£
■a
O)
cn
c
re
$
E
re
I
Ol
E
E
*
O)
&
22
w
re
2
<
V)
c
re
a
z
•o
re
o
S££
£ 2 E
w 0) E
0)
>
X3
JE
0) V) Z
O
Q. .2 3
I<°
o
CJ —
«!»>>.
0) z
o ^
“ D)
v> <■ c
<U i_ -r-
fc W «
o « Q
° is
I §
O
150.0 150.0
150.0
22500.0
8.286
2455.1
614.8
27.32
52.90
150.0 150.0
150.0
22500.0
8.306
2461.0
630.2
28.01
54.02
150.0 150.0
150.0
22500.0
8.252
2445.0
619.4
27.53
53.24
<u
>
a>
9r£
E u>
o 2!
g,«
2
re
>
<
53.4
1)lmmersion Time (Curing tank):02:15 PM ; 2)Removal Time (Curing Tank):05:45 PM ;
3)lmmersion Time (Cooling tank): 05:50 PM 4) Removal Time(Cooling tank): 07:50 PM ;
5)Time of Compressive Strength Test: 07:50 PM 6) Age of Specimen: 28:32 Hrs.
**End of Report**
REVIEWED,& (AUTHORIZED
AOLOG/,
&
o
5
o
Li
o
J8L K. [SJNGH
Dire^W (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd, I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
®
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006265F
Customer’s Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/CH/2208100015
Issue Date
: 18/08/2022
Commencement Date : 16/08/2022
Completion Date
: 18/08/2022
Page No.
: 1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
;
Date of Receipt
:
Cement (OPC 53 Grade)
Week No.31, Source/Location: Fuji Silvertech Plant (Brand: Ultratech), Date of Sample :
04/08/2022, Sample Packing : Sealed Sample, Sample Number: 01,
10/08/2022
lOKg (Loose bag)
Sample Qty
Any other information
Name of Client
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Fuji Silvertech Concrete Pvt. Ltd.
Name of Sub Contractor
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
B. Test Parameters
( Discipline : CHEMICAL; Group : Building Material )
Sr.
No.
Test Parameters
(Chemical Test)
Unit
Test Method
Specified Requirement As per
IS 269:2015
Observed Value
1
Loss on ignition
% by mass
IS 4032:1985
4.0 Max.
3.3
2
Insoluble Residue
% by mass
IS 4032:1985
5.0 Max.
1.4
3
Total sulphur content
% by mass
IS 4032:1985
3.5 Max.
2.9
% by mass
15 4032:1985
6.0 Max.
1.9
IS 4032:1985
0.80- 1.02
0.95
IS 4032:1985
0.66 Min.
1.03
15 4032:1985
0.1 Max. OR 0.05
0.023
calculated as sulphuric
Anhydride (S03)
4
Magnesia
5
Ratio of percentage of lime to
percentages of silica, alumina
and Iron oxide
6
Ratio of percentage of
alumina to that of iron oxide
7
Chloride content
% by mass
Max.(Prestressed structures)
C. Remarks :
Nil
**End of Report**
REVIEWED & AuiAlbRIZED
o
UJ
5
o
5
.o
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006266F
Customer’s Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/CH/2208100016
Issue Date
: 22/08/2022
Commencement Date : 16/08/2022
Completion Date
22/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
Coarse Aggregate
10mm, Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01,
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
Name of Consultant/PMC/TPI
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
(
Discipline
:
CHEMICAL;
Group : Building Material)
B. Test Parameters
Sr.
No.
1
Unit
Test Method
Observed Value
Dissolved Silica (Si02)
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
22
Reduction in Alkalinity
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
179
Test Parameters
Alkali aggregate reactivity (Chemical
Method)
C. Remarks :
As per Standard curve in figure-6 of cl.no.3.10 of IS 2386(Pt-7):1963 the test result of Potential alkali aggregate
reactivity represents the innocuous character of aggregate.
“End of Report**
o
LU
REVIEWED & AUTHORIZED
£
5
o
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006267F
Report No.
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
: CT/CH/2208100017
: 22/08/2022
Issue Date
Commencement Date : 16/08/2022
Completion Date
22/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
Coarse Aggregate
20mm, Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
Name of Consultant/PMC/TPI
: TCAP
Name of Contractor/Agency
: Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
; Fuji Silvertech Concrete Pvt. Ltd.
: National High Speed Rail Corporation Limited (NHSRCL)
: Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
B. Test Parameters
( Discipline : CHEMICAL; Group : Building Material)
Sr.
No.
1
Unit
Test Method
Observed Value
Dissolved Silica (Si02)
Millimoles/ltr.
IS 2386 (Pt-7) ; 1963
23
Reduction in Alkalinity
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
169
Test Parameters
Alkali aggregate reactivity (Chemical
Method)
C. Remarks :
As per Standard curve in figure-6 of cl.no.3.10 of IS 2386(Pt-7):1963 the test result of Potential alkali aggregate
reactivity represents the innocuous character of aggregate.
**End of Report**
REVIEWED & AUTHORIZED
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006268F
: CT/CH/2208100018
Report No.
: 22/08/2022
Issue Date
Commencement Date : 16/08/2022
Customer's Details: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Completion Date
22/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Coarse Aggregate
6mm, Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01
Date of Receipt
:
10/08/2022
Sample Qty
:
25Kg (Loose bag)
Any other information
Name of Client
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
( Discipline : CHEMICAL; Group : Building Material)
B. Test Parameters
Sr.
No.
1
Unit
Test Method
Observed Value
Dissolved Silica (Si02)
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
20
Reduction in Alkalinity
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
179
Test Parameters
Alkali aggregate reactivity (Chemical
Method)
C. Remarks :
As per Standard curve in figure-6 of cl.no.3.10 of IS 2386(Pt-7):1963 the test result of Potential alkali aggregate
reactivity represents the innocuous character of aggregate.
**End of Report**
REVIEWED & AUTHORIZED
aOLOG/.
&
O
\ -A
Ui
5
o
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
w
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006269F
Report No.
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
Issue Date
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
: CT/CH/2208100019
: 22/08/2022
Commencement Date : 16/08/2022
Completion Date
22/08/2022
Page No.
1/1
; Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
;
Fine Aggregate
Source - Metal Village, Sanand, Ahmedabad, Date of Sample : 03/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
25Kg (Loose bag)
Name of Consultant/PMC/TPI
TCAP
National High Speed Rail Corporation Limited (NHSRCL)
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
(
Discipline
:
CHEMICAL;
Group : Building Material)
B. Test Parameters
Sr.
No.
1
Unit
Test Method
Observed Value
Dissolved Silica (Si02)
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
19
Reduction in Alkalinity
Millimoles/ltr.
IS 2386 (Pt-7) : 1963
189
Test Parameters
Alkali aggregate reactivity (Chemical
Method)
C. Remarks :
As per Standard curve in figure-6 of cl.no.3.10 of IS 2386(Pt-7):1963 the test result of Potential alkali aggregate
reactivity represents the innocuous character of aggregate.
**End of Report**
o
REVIEWED $ AUTHORIZED
\
LU
3
O
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
p
CIMEC
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006270F
Customer's Details: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/CH/2208100020
Issue Date
: 17/08/2022
Commencement Date : 16/08/2022
Completion Date
17/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Water (For Construction Purpose)
RO Water, Source/Location - Fuji silvertech Plant, Bagodara, Ahmedabad, Date of Sample :
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
1 Ltr.
04/08/2022, Sample Packing : Sealed Sample, Sample Number: 01
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Consultant/PMC/TPI
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Name of Work/Project
B. Test Parameters
( Discipline
Sr.
No.
1
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
CHEMICAL; Group : Water )
Test Parameters(Chemical
Test)
Vol of 0.02N NaOH required
Unit
Test Method
Specified Req. As per IS
456:2000
Observed Value
ml
IS 3025(Pt-22):1986
5 Max.
0.4
ml
IS 3025(Pt-23):1986
25 Max.
0.1
to neutralize 100ml sample
2
Vol. of 0.02N H2S04
Required to neutralize 100ml
sample
3
Organic Matter
mg/I
IS 3025(Pt-18):1984
200 Max.
90
4
Inorganic Matter
mg/I
IS 3025(Pt-18):1984
3000 Max.
74
5
Sulphate
mg/I
IS 3025(Pt-24):1986
400 Max.
10
mg/I
IS 3025(Pt-32):1988
ROC 500 Max. & PCC 2000
102
6
Chloride
Max
7
Suspended Solid
8
pH Value
C. Remarks :
mg/I
IS 3025(Pt-17):1984
2000 Max
11
IS 3025(Pt-11):1983
6 Min.
6.64
Nil
**End of Report**
o
LU
5
O
REVIEW
AUTHORIZED
\
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
®
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922100006271F
Customer's Details: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/CH/2208100021
Issue Date
: 23/08/2022
Commencement Date : 20/08/2022
Completion Date
23/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Concrete Admixture (IS 9103:1999)
BASF Master Glanium ACE 8761, Source/Location - Fuji Silvertech plant., Date of Sample :
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
1 Ltr.
04/08/2022, Sample Packing : Sealed Sample, Sample Number: 01,
Name of Consultant/PMC/TPI
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
B. Test Parameters
( Discipline : CHEMICAL; Group : Building Material )
Sr.
No.
Test Perameters
(Chemical Test)
Unit
Test Method
Specified Requirement As per
IS 9103:1999
Observed Value
6 Min.
8.28
Within 0.02 of the value
1.08
1
pH
IS 9103:1999
2
Relative Density
IS 9103:1999
stated by the Manufacturer
3
Dry Material Content, (For
% by mass
IS 9103:1999
0.95T<=DMC<=1.05T
34.75
liquid admixture)
4
Ash Content
% by mass
IS 9103:1999
0.95T<=AC<=1.05T
1.24
5
Chloride ion Content
% by mass
IS 6925:1973
Within 10% of the value or
0.0019
Within 0.2% whichever is
greater as stated by the
Manufacturer
C. Remarks :
NIL
**End of Report**
REVIEWED & AUTHORIZED
o
LD
5o
'Si
A. K. SINGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of (he product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIMEC
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
®
p
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014617F
INTERIM REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/ME/2208100055
Issue Date
: 23/08/2022
Commencement Date : 16/08/2022
Completion Date
23/08/2022
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Cement (OPC 53 Grade)
Week No.31, Source/Location: Fuji Silvertech Plant (Brand: Ultratech), Date of Sample :
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
lOKg (Loose bag)
04/08/2022, Sample Packing : Sealed Sample, Sample Number: 01,
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
<
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
B. Test Parameters
( Discipline : MECHANICAL; Group : Building Material )
Sr.
No.
Test Parameters
(Physical Tests)
1
Standard Consistency
2
Fineness (Blaine Air
Specified Requirements As
perlS 269:2015
Unit
Test Method
Observed Value
%
IS 4031 (Pt-4):1988
m2/Kg
IS 4031 (Pt-2):1999
225 Min.
276
mm
IS 4031 (Pt-3):1988
10 Max.
1
32.0
Permeability)
3
Soundness (By Le Chatelier
Medhod)
4
Setting Time (Initial)
min
IS 4031 (Pt-5):1988
30 Min.
120
5
Setting Time (Final)
min
IS 4031 (Pt-5):1988
600 Max.
185
6
Compressive Strength
N/mm2
IS 4031 (Pt-6):1988
27 Min.
37
N/mm2
IS 4031 (Pt-6):1988
37 Min.
45
N/mm2
IS 4031 (Pt-6):1988
53 Min.
Awaited
(72±1h)
7
Compressive Strength
(168±2h)
8
Compressive Strength
(672±4h)
C. Remarks :
Nil
-EndofRep^
AlffTHORIZED
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
p
CIMEC
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014618F
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
: CT/ME/2208100056
Report No.
: 01/09/2022
Issue Date
Commencement Date: 13/08/2022
31/08/2022
Completion Date
1/1
Page No.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Coarse Aggregate (10 mm Single Sized)
Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing : Sealed
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
Sample, Sample Number: 01,
Name of Consultant/PMC/TPI
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
( Discipline : MECHANICAL; Group : Building Material )
B. Test Parameters
Sr.
No.
1
2
Unit
Test Method
Specified Requirement As per
IS 383:2016
Observed Value
12.5 mm
% passing
IS 2386(Pt-1):1963
100
100
10 mm
% passing
IS 2386(Pt-1):1963
85-100
97
4.75 mm
% passing
IS 2386(Pt-1):1963
0-20
14
2.36 mm
% passing
IS 2386(Pt-1):1963
0-5
00
%
IS 2386 (Pt-1):1963
40 Max.
23
Test Parameters
(Physical Test)
Sieve Analysis
Combined Flakiness &
Elongation Index
3
Specific Gravity
4
Water Absorption
IS 2386(Pt-3):1963
2.91
%
IS 2386(Pt-3):1963
1.05
5
Surface Moisture
%
IS 2386(Pt-3):1963
6
Impact Value
%
IS 2386(Pt-4):1963
30 Max.(WS)/45 Max.(NWS)
09
7
Crushing Value
%
IS 2386(Pt-4):1963
30 Max. (WS/NWS)
14
8
Abrasion Value
%
IS 2386(Pt-4):1963
30 Max.(WS)/50 Max.(NWS)
12
9
Soundness (By Na2S04)
%
IS 2386(Pt-5):1963
12 Max.
1.70
10
Soundness (By MgS04)
%
IS 2386(Pt-5):1963
18 Max.
1.87
C. Remarks :
0.32
Nil
**End of Report**
&
o
LU
\
o
I.3,
5
REVIEWED ftsAUTHORIZED
-"'ANK^INGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014619F
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
®
w
: CT/ME/2208100057
Report No.
: 01/09/2022
Issue Date
Commencement Date: 13/08/2022
31/08/2022
Completion Date
1/1
Page No.
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
Date of Receipt
Sample Qty
Any other information
Name of Client
Name of Consultant/PMC/TPI
Name of Contractor/Agency
Name of Sub Contractor
Name of Work/Project
B. Test Parameters
( Discipline
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Larsen & Toubro Ltd. HCIC
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
MECHANICAL; Group : Building Material)
Unit
Test Method
Specified Requirement As per
IS 383:2016
Observed Value
40 mm
% passing
IS 2386(Pt-1):1963
100
100
20 mm
% passing
IS 2386(Pt-1):1963
85-100
87
10 mm
% passing
IS 2386(Pt-1):1963
0-20
00
4.75 mm
% passing
IS 2386(Pt-1):1963
0-5
00
%
IS 2386 (Pt-1):1963
40 Max.
19
Sr.
No.
Test Parameters
(Physical Test)
1
Sieve Analysis
2
: Coarse Aggregate (20 mm Single Sized)
Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing : Sealed
Sample, Sample Number: 01,
: 10/08/2022
: 25Kg (Loose bag)
Combined Flakiness &
Elongation Index
3
Specific Gravity
4
Water Absorption
5
Surface Moisture
6
Impact Value
7
Crushing Value
8
Abrasion Value
9
Soundness (By Na2S04)
10
Soundness (By MgS04)
C. Remarks :
%
%
%
%
%
%
%
IS 2386(Pt-3):1963
2.93
IS 2386(Pt-3):1963
0.82
IS 2386(Pt-3):1963
0.20
30 Max.(WS)/45 Max.(NWS)
08
IS 2386(Pt-4):1963
30 Max. (WS/NWS)
12
IS 2386(Pt-4):1963
30 Max.(WS)/50 Max.(NWS)
10
IS 2386(Pt-5):1963
12 Max.
1.45
IS 2386(Pt-5):1963
18 Max.
1.66
IS 2386(Pt-4):1963
Nil
**End of Report**
UJ
o
a
2
O
%
REVIEWE
AUTHORIZED
K. SINGH
ality)
Direc
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week, i Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
TC-5549
9
CIMEC
www.cimec.in
TEST REPORT
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Format No. : QF/7.8/01
ULR : TC554922000014620F
: CT/ME/2208100058
Report No.
: 01/09/2022
Issue Date
Commencement Date: 13/08/2022
31/08/2022
Completion Date
Page No.
1/1
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Aggregate
6mm, Source - Sayla, Surendra nagar, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01,
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Name of Work/Project
B. Test Parameters
( Discipline
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Sr.
No.
1
MECHANICAL: Group : Building Material)
Specified Requirement As per
IS 383:2016
Observed Value
Unit
Test Method
10mm IS Sieve
% Passing
IS 2386(Pt-1):1963
100
4.75mm IS Sieve
% Passing
IS 2386(Pt-1):1963
98
IS 2386(Pt-3):1963
2.91
Test Parameters
(Physical Test)
Sieve Analysis
2
Specific Gravity
3
Water Absorption
4
Surface Moisture
5
Soundness (By Na2S04)
6
Soundness (By MgS04)
C. Remarks :
%
%
%
%
IS 2386(Pt-3):1963
1.18
IS 2386(Pt-3):1963
0.36
IS 2386(Pt-5):1963
12 Max.
1.98
IS 2386(Pt-5):1963
18 Max.
2.16
NIL
**End of Report**
REVIEWED & AUTHORIZED
^OLOg^n
o
o
£
%
7
GH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD.
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
®
w
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIMEC
CIN: U291OOGJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014621F
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
Report No.
: CT/M E/2208100059
Issue Date
: 01/09/2022
Commencement Date: 13/08/2022
Completion Date
31/08/2022
Page No.
1/2
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Fine Aggregate
Source - Metal Village, Sanand, Ahmedabad, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01,
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
Name of Consultant/PMC/TPI
National High Speed Rail Corporation Limited (NHSRCL)
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Name of Work/Project
( Discipline : MECHANICAL; Group : Building Material)
B. Test Parameters
Sr.
No.
Test Parameter
1
Sieve Analysis
Unit
Specified Requirement As per
IS 383:2016
Test Method
Observed Value
Zone III
10.0 mm IS Seive
% passing
IS 2386(Pt-1):1963
100
100
4.75 mm IS Seive
% passing
IS 2386(Pt-1):1963
90-100
100
2.36 mm IS Seive
% passing
IS 2386(Pt-1):1963
85-100
99
1.18 mm IS Seive
% passing
IS 2386(Pt-1):1963
75-100
98
0.600 mm IS Seive
% passing
IS 2386(Pt-1):1963
60-79
78
0.300 mm IS Seive
% passing
IS 2386(Pt-1):1963
12-40
30
0.150 mm IS Seive
% passing
IS 2386(Pt-1):1963
00-10
01
IS 2386(Pt-3):1963
2.61
%
IS 2386(Pt-3):1963
1.19
Moisture Content
%
IS 2386(Pt-3):1963
1.72
5
Silt Content
%
IS 2386(Pt-2):1963
2.42
6
Deleterious Material
%
IS 2386(Pt-2):1963
1.00 Max.
0.00
0.00
2.57
2
Specific Gravity
3
Water Absorption
4
Clay lumps
Coal & Lignite
%
IS 2386(Pt-2):1963
1.00 Max.
Material finer than 75p
%
IS 2386(Pt-1):1973
3.00 Max. (Uncrushed)
15.00 Max. (For Crushed
12.00 (For
Sand)
Mixed Sand)
Total deleterious material
7
Soundness (by Na2So4)
%
%
IS 2386(Pt-2):1963
5.00 Max.
2.57
IS 2386 (Pt-5):1963
10 Max.
2.26
REVIEWED
AUTHORIZED
&
CJ
LU
*
cr
o
*V
,-/*
^
_ _- - - w.. .
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred normittjgff; Pf^c^port is not toDi<g©Hitoid
& forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing t5irector CIMEC feAibtfcbi^SCNlf
observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invGJeM6C3ntfc6(TH|l^|0ne(a)Qijgign e^ejvic^^erleaf.
H
CIMEC
CIN: U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000014621F
FINAL REPORT
Customer's Details; FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
®
v
CIMEC TECHNOLOGIES PRIVATE LIMITED
Report No.
: CT/ME/2208100059
Issue Date
: 01/09/2022
Commencement Date : 13/08/2022
Completion Date
31/08/2022
Page No.
2/2
: Your Letter Date 08/08/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
:
Fine Aggregate
Source - Metal Village, Sanand, Ahmedabad, Date of Sample : 04/08/2022, Sample Packing :
Sealed Sample, Sample Number: 01
Date of Receipt
:
10/08/2022
Sample Qty
Any other information
Name of Client
:
25Kg (Loose bag)
National High Speed Rail Corporation Limited (NHSRCL)
Name of Consultant/PMC/TPI
TCAP
Name of Contractor/Agency
Larsen & Toubro Ltd. HCIC
Name of Sub Contractor
Fuji Silvertech Concrete Pvt. Ltd.
Name of Work/Project
( Discipline
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
Sr.
No.
8
Test Parameter
Soundness (by MgSo4)
C. Remarks :
MECHANICAL; Group : Building Material)
Unit
Test Method
Specified Requirement As per
IS 383:2016
Observed Value
%
IS 2386 (Pt-5):1963
15 Max.
2.41
Nil
**End of Report**
REVIEWED &. AUTHORIZED
aolog.
&
&
o
&
&
<
LU
5o
%
A. K.
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIES PVT. LTD
NOTE: The above results are related only to the test/s performed on the sample, Endorsement ot the product is neither interred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
®
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000015648F
: CT/ME/2209020041
Report No.
: 30/09/2022
Issue Date
Commencement Date : 30/09/2022
Completion Date
30/09/2022
Customer's Details: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
1/1
Page No.
: FSCPL/B/QC/TP/20220902/08/ TO 14 Date 02/09/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
: Concrete Cube
Corresponding Mix Design Report No.CT/ME/2208250027, Grade/Type : M40, Date of
Casting : 02/09/2022,
Date of Receipt
Sample Qty
Any other information
Age of Concrete at the time of
testing
Name of Client
Name of Consultant/PMC/TPI
Name of Contractor/Agency
Name of Sub Contractor
NHSRCL
TCAP
Larsen & Toubro Ltd. HCIC
Mr. Nishant (Fuji Silver Tech.)
Name of Work/Project
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
B. Test Parameters
Sr.
No.
Test
02/09/2022
3Nos.
28Days
( Discipline : MECHANICAL; Group : Building Material )
Test Method
1
2
Compressive
Strength
3
C. Remarks :
IS 516
(Pt-1/Sec-1):2021
Identificati Weight,
on
Kg
Length,
mm
Width,
mm
Area,mm2
Load,
kN
Comp.
Strength,
N/mm2
1 of 3
8.390
150.0
150.0
22500.0
1237.6
55.00
2 of 3
8.367
150.0
150.0
22500.0
1226.4
54.51
3 of 3
8.415
150.0
150.0
22500.0
1221.8
54.30
NIL
o
2
D
54.6
REVIEWED & AUTHORIZED
**End of Report
UJ
Avg. Comp.
Strength,
N/mm2
&
6
W -ATK^iNGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIcS PVT. LTD
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.
CIN : U73200MH2002PTC135993
Reg. No.: 135993
Reg. No.IN/aMS22/0Sl1
Certificate No. 12.GGts.IN.09043
CERTIFICATE OF ANALYSIS
PARTY NAME & ADDRESS
Master Builders Solutions India
Pvt. Ltd.
I
C-68 MIDC, Thane-Belapur Road,
Turbhe Navi Mumbai - 400613
1. Name of Manufacturer/Party from whom sample received together with his mfg. Licence No. under the Act & under the Rules made thereunder
Master Builders Solutions India Pvt. Ltd.
M.Llc. No.
2. Reference number and date of the letter from the manufacturer/Party
Analysis Required:
under which sample was forwarded:
PART ANALYSIS
-I 22/0812022
3. Date of Receipt of Sample &quantity :Approximate 4. Name of drug/cosmetic raw material purporting to be contained in the sample
I
22/08/2022
Master Glenium ACE 8761
01 Bottle
Sample NOT DRAWN by AnaZeal Analyticals & Research Pvt. Ltd.
S. Details of raw materiaVtinal product in bulk/final product (in finished pack) as obtained from manufacturer/Party
(a) Original manufacturer's name (in case of raw materials and drugs repacked): (b) Batch number
(c) Batchsize representedby sample
MG21122
-------
(d) Dateo!
manufacture
I!any
30107/2022
(a) Dateo!
expiry,
I!any
-------
I
The sample's identity and particulars are as supplied by the party and not verified by us. except as mentioned specifically,
6. RESULTS OF TEST OR ANALYSIS WITH PROTOCOLS OF TEST OR ANALYSIS APPLIED:
TEST REQUIRED:- As Per MOA
TEST REQUIRED
Sr.
No.
1.
IR
(Certificate not given in Form-39)
RESULT
SPECIFICATION
To Comply
Page No.1 of 1
OPINION:
~
r-~T~he-o-p~in~lo-n7is-re-s-~-c7Io~f~th-e-~~m~'ed~o-'ut~o-n~~-e-sa-m-p7Ie-,-as-m-e-n~tio-n-ed7a~oo--ve-.~C~ert7.i~fi~-ti~'o-n-o-re-n~do-rs-e-m-e~nt--~--------------------~~-,~~
of the productis nelthernor implied. Legalliability Is limited to ~e value in the invoicefor testing.
ANAZEAL ANAL YTICALS & RESEARCH PVT. LTD
24/08/2213:49:47
Abs
o
i £
:::::-
.=:G~=-------.~
r
4000
3600
3200
2800
2400
2000
1800
1600
1400
Polycarboxylicether Reference Sample B.No.: M Glenium 8761 (Polycarboxylate Ether Base)
0.3
_..
_.-- - - ---,-
_._._._.---,"-'-"-'-'-"-'-'- -"-'- -'--'-"-'-'-r- -- - - ._-- -
1200
.- _.-- -.-.--._.- _.-_._--- -,.--- ...
- - - - --c-._ .._- -_ .._.-
;
,
-'T-
1000
- - - - - -_._-
~600
800
- --
"
-'-"---,-
;
400
cm-1
-C·- - - _._._.-- - - - - -1Smoothing-
Abs
0.2
0.1
0.0
~.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
4000
3600
3200
2800
2400
2000
1800
1600
1400
Polycarboxylicether Reference Sample B.No.: M Glenium 8761 (Polycarboxylate Ether Base)
Polycarboxylicether ReferenceSample B.No.: M Glenium 8761 (Polycarboxylate
Ether Base)
d- o/J~o/
r~q;
Analysed bY:~
~
1200
~,
2..4-' c) 31 o-o '1.11--Checked by:
1000
800
600
cm-1
ANAZEAL ANAL YTICALS
& RESEARCH
PVT. LTD
24/08/22 13:57:51
Abs
0.0
t --e: ~
I
;
..~
4000
3600
3200
2800
2400
2000
1800
Master Glenium ACE 8761 B.No.: MG21122 (Polycarboxylate Ether Base)
O~3 ----_-_.._-_.._-_.,._':_,_- _._._._. _""!'_ .._"_.-- _-_"_"_":"_'_'--'_'_---- _'--:- _.._ - _.._. __ .,_. - - - - - - - - - -
....
1600
1400
..~:'S:J
1200
1000
- - - - - - - - - - - - - - - - -! -
800
600
400
cm-1
_
Abs
0.2
0.1
0.0
4000
3600
3200
2800
2400
2000
1800
Master Glenium ACE 8761 B.No.: MG21122 (Polycarboxylate Ether Base)
Conc\uBi
Or) ~
sa Y1)fl-e_ spec.+Ou
(8,NO.
M G1\e'Y)I'um
-{J''Vo/
,::\04;
ct
1400
1200
1000
800
600
cm-1
rrn~c_h
W1th -the 'OQ.feroe"()ce_ 80 'fr]ffe
<61-bl) (Pol/cqroboX'yl~
Ethe<Y SetS;)
The
rY)
Master Glenium ACE 8761 B.No.: MG21122 (Polycarboxylate Ether Base)
Analysed bY,_
1600
,~,
.:24. ( o ~( 't.<H.ll_
Checked by:
<sp eC1-rourt)
GCW-'UltraTech 53'
Issue Date:15.08.2022
`
UltraTech Cement
TEST CERTIFICATE
FOR
Ordinary Portland Cement, 53 Grade
Test & Compliance
Particulars
Test Results
Requirements of
IS:269-2015
CHEMICAL REQUIREMENTS
CaO - 0.7SO
3
1. _____________________________
2.8 SiO2 + 1.2Al2O3 + 0.65 Fe2O3
2. Al O / Fe O
0.88
__________
0.80
1.02
Min
Max
1.15
__________
0.66
Min
3. Insoluble Residue (% by mass)
1.84
__________
5.00
Max
4. Magnesia (% by mass)
1.12
__________
6.00
Max
5. Sulphuric Anhydride (% by mass)
2.94
__________
3.50
Max
6. Total Loss on Ignition (% by mass)
2.72
__________
4.00
Max
7. Total Chlorides (% by mass)
0.028
__________
0.10
Max
1. Fineness (m2/kg)
311
__________
225
Min
2. Standard Consistency (%)
29.5
__________
3. Setting Time (minutes)
a.Initial
185
__________
30
Min
285
__________
600
Max
4. Soundness
a.Le-Chat Expansion (mm)
1.4
__________
10.0
Max
b.Autoclave Expansion (%)
0.044
__________
0.8
Max
5. Compressive Strength (MPa)
a.72 +/- 1hr.(3 days)
37.7
__________
27
Min
b.168 +/- 2 hr.(7 days)
47.1
__________
37
Min
c.672 +/- 4 hr.(28 days)
UT
__________
53
Min
5.0
Max
2 3
2 3
PHYSICAL REQUIREMENTS
b.Final
6. Performance Improver (%)
a.Limestone
5.0
__________
b.Fly Ash
NA
__________
c.Granulated Slag
NA
__________
The above cement complies with the requirements of
IS:269-2015 for Ordinary Portland Cement, 53 Grade
Date of Dispatch : 30.07.2022
Week no : 31 of 2022
HOD(QC)
UltraTech Cement Limited
CIN:L26940MH2000PLC128420
Works:Gujarat Cement Works, Village- Kovaya,Taluka- Rajula city, District - Amreli,Gujarat- 365541
CIMEC TECHNOLOGIES PRIVATE LIMITED
CIN : U29100GJ2011PTC064482
ISO 9001 : 2015 Certified Company
Regd. Office & Lab 23 / H Meldi Estate, Nr. Gota Railway Crossing, Gota,
Ahmedabad - 382481, Gujarat P +91 2717 241209 E info@cimec.in
Technical Queries +91 99250 28369 Customer Care +91 75679 55968
®
p
CIMEC
www.cimec.in
TEST REPORT
Format No. : QF/7.8/01
ULR : TC554922000015648F
: CT/ME/2209020041
Report No.
: 30/09/2022
Issue Date
Commencement Date : 30/09/2022
Completion Date
30/09/2022
Customer's Details: FUJI SILVERTECH CONCRETE PVT. LTD.
4TH FLOOR, HOUSE NO 5, MAGNET
CORPORATE PARK, NEAR SOLA FLYOVER, S.G.
ROAD, THALTEJ, AHMEDABAD GUJARAT
Your Ref. No.
1/1
Page No.
: FSCPL/B/QC/TP/20220902/08/ TO 14 Date 02/09/2022
A. Particulars of Sample (as declared by party)
Material Name and Particulars
: Concrete Cube
Corresponding Mix Design Report No.CT/ME/2208250027, Grade/Type : M40, Date of
Casting : 02/09/2022,
Date of Receipt
Sample Qty
Any other information
Age of Concrete at the time of
testing
Name of Client
Name of Consultant/PMC/TPI
Name of Contractor/Agency
Name of Sub Contractor
NHSRCL
TCAP
Larsen & Toubro Ltd. HCIC
Mr. Nishant (Fuji Silver Tech.)
Name of Work/Project
Mumbai Ahmedabad High Speed rail (Package No. MAHSR-C4)
B. Test Parameters
Sr.
No.
Test
02/09/2022
3Nos.
28Days
( Discipline : MECHANICAL; Group : Building Material )
Test Method
1
2
Compressive
Strength
3
C. Remarks :
IS 516
(Pt-1/Sec-1):2021
Identificati Weight,
on
Kg
Length,
mm
Width,
mm
Area,mm2
Load,
kN
Comp.
Strength,
N/mm2
1 of 3
8.390
150.0
150.0
22500.0
1237.6
55.00
2 of 3
8.367
150.0
150.0
22500.0
1226.4
54.51
3 of 3
8.415
150.0
150.0
22500.0
1221.8
54.30
NIL
o
2
D
54.6
REVIEWED & AUTHORIZED
**End of Report
UJ
Avg. Comp.
Strength,
N/mm2
&
6
W -ATK^iNGH
Director (Quality)
(Authorised Signatory)
CIMEC TECHNOLOGIcS PVT. LTD
NOTE: The above results are related only to the test/s performed on the sample, Endorsement of the product is neither inferred nor implied. I This report is not to be reproduced wholly or in part & forbidden to be
used as evidence in the court of law & ought not to be used in any advertising media without special permission in writing from Managing Director CIMEC Technologies Pvt. Ltd. I Any discrepancies observed in
the test report shall be brought to the notice of the Laboratory within one week. I Total Liability of CIMEC Technologies Pvt. Ltd. is limited to the invoices amount only. I The general condition of service is overleaf.