CITY & INDUSTRIAL DEVELOPMENT CORPORATION OF MAHARASHTRA LIMITED
NAME OF WORK: Design & Construction of 4.91 Km Elevated Viaduct for Navi Mumbai Metro Project between chainage 5130 m
to 10740 m excluding five stations viz. Central Park, Pethapada, Sector 34 (Kharghar),panchanand, and Pendhar each of length 140 m on
Belapur - Taloja - Khandeshwar Corridor of Navi Mumbai Metro.
GENERAL CONSULTANT : THE LOUIS BERGER GROUP,Inc.
NAME OFCONTRACTOR: J KUMAR INFRAPROJECTS LTD.
COMBINED GRADING OF RIVER SAND AND CRUSH SAND
Sample No.: Sampling date: 25/2/2013
Location/Source: Turbhe Sampled by: JOINTLY
Description: COMBINED FINE AGGREGATE Testing date : 25/2/2013
Proposed use: Concrete Tested by: JOINTLY
Specification Limits
RIVER SAND CRUSH SAND RIVER SAND CRUSH SAND BLENDING
IS Sieve Size as per IS : 383 - 1970
% OF
in 'mm'
PASSING
100% 100% 70% 30% ZONE -I ZONE-II
10.00 #REF! 0 #REF! 0 #REF! 100 100
4.75 #REF! 0 #REF! 0.00 #REF! 90 - 100 90 - 100
2.36 #REF! 0 #REF! 0.00 #REF! 60 - 95 75 - 100
1.18 #REF! 0 #REF! 0.00 #REF! 30 - 70 55 - 90
0.600 #REF! #REF! #REF! #REF! #REF! 15 - 34 35 - 59
0.300 #REF! #REF! #REF! #REF! #REF! 5 - 20 8 - 30
0.150 #REF! 0 #REF! 0.00 #REF! 0-10 0-10
100 COMBINED GRADATION OF C/S & R/S
Remarks:
%PASSING
90
80
70 Column G
LOWER LIMIT
60 UPPER LIMIT
50
40
30
20
10
NOTE: ACCEPTABLE
0 AS PER CLAUSE 4.3 OF IS 383:1970
SIEVE SIZE
0.10 1.00 10.00
Contractor's Representet GC Representetive
CITY & INDUSTRIAL DEVELOPMENT CORPORATION OF MAHARASHTRA LIMITED
NAME OF WORK: Design & Construction of 4.91 Km Elevated Viaduct for Navi Mumbai Metro Project between chainage 5130 m
to 10740 m excluding five stations viz. Central Park, Pethapada, Sector 34 (Kharghar),panchanand, and Pendhar each of length 140 m on
Belapur - Taloja - Khandeshwar Corridor of Navi Mumbai Metro.
GENERAL CONSULTANT : LOUIS BERGER GROUP,Inc.
NAME OFCONTRACTOR: J KUMAR INFRAPROJECTS LTD.
SIEVE ANALYSIS OF COARSE AGGREGATES FOR CONCRETE
(As per IS:2386 - Part 1)
Sample No.: Sampling date: 25/11/11
Location/Source: Turbhe Sampled by:
Description: CA - 10mm Testing date : 25/11/11
Proposed use: Concrete Tested by:
Wt.of Sample = 2000 gms
Specification Limits as per
Wt.
IS Sieve Size % Cumulative IS : 383 - 1970
Retained % Retained % passing
in 'mm' Retained
(gms) 40 mm 20 mm 10 mm
63.00 0 0 0 100 100 100 100
40.00 0 0 0 100 85 - 100 100 100
20.00 0 0.00 0.00 100 0 - 20 85 - 100 100
12.50 0 0.00 0.00 100 - - 100
10.00 430 21.50 21.50 79 0-5 0 - 20 85 - 100
4.75 1535 76.75 98.25 2 - 0-5 0 - 20
2.36 25 1.25 99.50 1 - - 0-5
Pan 10 0.50 100.00 0 - - -
Remarks:
Contractor's Representet GC Representetive
CITY & INDUSTRIAL DEVELOPMENT CORPORATION OF MAHARASHTRA LIMITED
NAME OF WORK: Design & Construction of 4.91 Km Elevated Viaduct for Navi Mumbai Metro Project between chainage 5130 m to 10740 m
excluding five stations viz. Central Park, Pethapada, Sector 34 (Kharghar),panchanand, and Pendhar each of length 140 m on Belapur - Taloja -
Khandeshwar Corridor of Navi Mumbai Metro.
GENERAL CONSULTANT : LOUIS BERGER GROUP,Inc.
NAME OFCONTRACTOR: J KUMAR INFRAPROJECTS LTD.
ALL IN AGGREGATE GRADING OF COARSE AND FINE AGGREGATES
(AS PER IS - 383)
Sample No.: Sampling Date: 25/11/11
Location/Source: Turbhe Sampled By:
Description: All in aggregate Testing Date : 25/11/11
Proposed use: Concrete Tested By:
IS Sieve % PASSING CUM %
LIMITS
PASSING
size in 20 MM 10 MM R/SAND C/SAND 20 MM 10 MM R/SAND C/SAND ALL IN
'mm' AGG.
100% 100% 100% 100% 28.08% 25.92% 32.30% 13.70% LOWER UPPER
40 100.00 100.00 100.00 100.00 28.08 25.92 32.30 13.70 100.00 100 100
20 0.00 100.00 100.00 100.00 0.00 25.92 32.30 13.70 71.92 95 100
4.75 0.00 1.75 #REF! 0.00 0.00 0.45 #REF! 0.00 #REF! 30 50
0.6 0.00 0.00 #REF! #REF! 0.00 0.00 #REF! #REF! #REF! 10 35
0.15 0.00 0.00 #REF! 0.00 0.00 0.00 #REF! 0.00 #REF! 0 6
%PASSING
100
90
COMBINED GRADATION OF CA &FA
80
70 Column K
Column L
60
Column M
50
40
30
20
10
0
SIEVE SIZE
0.1 1 10 100
REMARKS:Maximum nominal size of aggregate is 20mm.
Contractor's Representetive GC Representetive
CITY & INDUSTRIAL DEVELOPMENT CORPORATION OF MAHARASHTRA LIMITED
NAME OF WORK: Design & Construction of 4.91 Km Elevated Viaduct for Navi Mumbai Metro Project between chainage 5130 m to 10740 m
excluding five stations viz. Central Park, Pethapada, Sector 34 (Kharghar),panchanand, and Pendhar each of length 140 m on Belapur - Taloja -
Khandeshwar Corridor of Navi Mumbai Metro.
GENERAL CONSULTANT : LOUIS BERGER GROUP,Inc.
NAME OFCONTRACTOR: J KUMAR INFRAPROJECTS LTD.
ALL IN AGGREGATE GRADING OF COARSE AND FINE AGGREGATES
(AS PER IS - 383)
Sample No.: Sampling Date: 25/11/11
Location/Source: Turbhe Sampled By:
Description: All in aggregate Testing Date : 25/11/11
Proposed use: Concrete Tested By:
IS Sieve % PASSING CUM %
LIMITS
PASSING
size in 20 MM 10 MM R/SAND C/SAND 20 MM 10 MM R/SAND C/SAND ALL IN
'mm' AGG.
100% 100% 100% 100% 30.24% 25.76% 30.92% 13.08% LOWER UPPER
40 100.00 100.00 100.00 100.00 30.24 25.76 30.92 13.08 100.00 100 100
20 0.00 100.00 100.00 100.00 0.00 25.76 30.92 13.08 69.76 95 100
4.75 0.00 1.75 #REF! 0.00 0.00 0.45 #REF! 0.00 #REF! 30 50
0.6 0.00 0.00 #REF! #REF! 0.00 0.00 #REF! #REF! #REF! 10 35
0.15 0.00 0.00 #REF! 0.00 0.00 0.00 #REF! 0.00 #REF! 0 6
%PASSING
100
90
COMBINED GRADATION OF CA &FA
80
70 Column K
Column L
60
Column M
50
40
30
20
10
0
SIEVE SIZE
0.1 1 10 100
REMARKS:Maximum nominal size of aggregate is 20mm.
Contractor's Representetive GC Representetive
SAKET INFRAPROJECTS LTD
Shaha Industrial Estate, Deonar Village road, Govandi (E)
SIEVE ANALYSIS OF FINE AGGREGATES FOR CONCRETE
(As per IS:2386 - Part 1)
Sample No.: 1 Sampling date: 02.06.2011
Location/Source: Mhape / Bhivandi Sampled by: Devi Prasad/Yogesh
Description: C.Sand Testing date : 02.06.2011
Proposed use: Concrete Tested by: Devi Prasad/Yogesh
Wt.of Sample = 1500
Specification Limits as per
IS Sieve Size Wt. Retained % Cumulative IS : 383 - 1970
% Retained % passing
in 'mm' (gms) Retained
Zone I Zone II Zone III
10.00 0 0 0 100 100 100 100
4.75 152 10.13 10.13 90 90 - 100 90 - 100 90 - 100
2.36 296 19.73 29.87 70 60 - 95 75 - 100 85 - 100
1.18 450 30.00 59.87 40 30 - 70 55 - 90 75 - 100
0.600 193 12.87 72.73 27 15 - 34 35 - 59 60 - 79
0.300 200 13.33 86.07 14 5 - 20 8 - 30 12 - 40
0.150 75 5.00 91.07 9 0 - 10 0 - 10 0 - 10
0.075 42 2.80 93.87 6 - - -
Pan 92 6.13 100.00 0.00
Fineness Modulus : 3.50
Remarks:
SAKET INFRAPROJECTS LTD
Shaha Industrial Estate, Deonar Village road, Govandi (E)
SIEVE ANALYSIS OF COARSE AGGREGATES FOR CONCRETE
(As per IS:2386 - Part 1)
Sample No.: 1 Sampling date: 02.06.2011
Location/Source: Mhape / Bhivandi Sampled by: Devi Prasad/Yogesh
Description: CA - 20mm Testing date : 02.06.2011
Proposed use: Concrete Tested by: Devi Prasad/Yogesh
Wt.of Sample = 3500
Specification Limits as per
Wt.
IS Sieve Size % Cumulative IS : 383 - 1970
Retained % Retained % passing
in 'mm' Retained
(gms) 40 mm 20 mm 10 mm
63.00 0 0.00 100.00 100 100 100
40.00 0 0.00 0.00 100.00 85 - 100 100 100
20.00 396 11.31 11.31 88.69 0 - 20 85 - 100 100
12.50 2843 81.23 92.54 7.46 - - 100
10.00 221 6.31 98.86 1.14 0-5 0 - 20 85 - 100
4.75 17 0.49 99.34 0.66 - 0-5 0 - 20
2.36 0 0.00 99.34 0.66 - - 0-5
Pan 23 0.66 100.00 0.00 - - -
Remarks:
_______________________________ __________________________
SAKET INFRAPROJECTS LTD. For Consultants Represetative
SAKET INFRAPROJECTS LTD
Shaha Industrial Estate, Deonar Village road, Govandi (E)
SIEVE ANALYSIS OF COARSE AGGREGATES FOR CONCRETE
(As per IS:2386 - Part 1)
Sample No.: 1 Sampling date: 02.06.2011
Location/Source: Gavanpada/Ulwa Sampled by: Dwvi Prasad
Description: CA - 10mm Testing date : 02.06.2011
Proposed use: Concrete Tested by: Dwvi Prasad
Wt.of Sample = 3500
Specification Limits as per
Wt.
IS Sieve Size % Cumulative IS : 383 - 1970
Retained % Retained % passing
in 'mm' Retained
(gms) 40 mm 20 mm 10 mm
63.00 0 0 0 100 100 100 100
40.00 0 0 0 100 85 - 100 100 100
20.00 0 0.00 0.00 100 0 - 20 85 - 100 100
12.50 0 0.00 0.00 100 - - 100
10.00 293 8.37 8.37 92 0-5 0 - 20 85 - 100
4.75 2950 84.29 92.66 7 - 0-5 0 - 20
2.36 248 7.09 99.74 0 - - 0-5
Pan 9 0.26 100.00 0 - - -
Remarks:
_______________________________
SAKET INFRAPROJECTS LTD. __________________________
For Consultants Represetative
SAKET INFRAPROJECTS LTD
ALL IN AGGREGATE GRADING OF COARSE AND FINE AGGREGATES
(AS PER IS - 383)
Sample No.: 1 Sampling Date: 02.06.2011
Location/Source: Bhivandi/Mhape Sampled By: Devi Prasad
Description: All in aggregate Testing Date : 02.06.2011
Proposed use: Concrete Tested By: Devi Prasad
IS Sieve % PASSING CUM %
PASSING LIMITS
size in 20 MM 10 MM R/SAND C/SAND 20 MM 10 MM R/SAND C/SAND ALL IN
'mm' AGG.
100% 100% 100% 100% 28.08% 23.92% 0.00% 48.00% LOWER UPPER
40 100.00 100.00 100.00 100.00 28.08 23.92 0.00 48.00 100.00 100 100
20 0.00 0.00 100.00 100.00 0.00 0.00 0.00 48.00 48.00 95 100
4.75 0.00 #REF! #REF! 0.00 0.00 #REF! #REF! 0.00 #REF! 30 50
0.6 0.00 0.00 #REF! #REF! 0.00 0.00 #REF! #REF! #REF! 10 35
0.15 0.00 0.00 #REF! 0.00 0.00 0.00 #REF! 0.00 #REF! 0 6
100
COMBINED GRADATION OF CA &FA
90
%PASSING
80
70 Column K
Column L
60 Column M
50
40
30
20
10
0 SIEVE SIZE
0.1 1 10 100
REMARKS:Maximum nominal size of aggregate is 20mm.
_____________________________
SAKET INFRAPROJECTS LTD. For Consultants Represetative
MUMBAI METROPOLITAN REGION DEVELOPMENT AUTHORITY(MMRDA)
DESIGN & CONSTRUCTION OF ELEVATED ROADBETWEEN MULUND - AIROLI CREEK BRIDGE ( AIROLIEND ) AND THANE
BELAPUR ROAD
CONTRACTOR :- J.KUMAR INFRAPROJECTS LTD. PMC:- AAKAR ABHINAV CONSULTANTS PVT LTD.
SIEVE ANALYSIS OF COARSE AGGREGATES FOR CONCRETE
(As per IS 383)
Location/Source: Sampling date:-
Description: Testing date :-
Purpose Use: Tested by :-
Wt.of Sample = gms
Wt.
IS Sieve Size in % Cumulative Specification Limits as per
Retained % Retained % passing
'mm' Retained IS 383(Table -2)
(gms)
100
85-100
0-20
0-5
Pan
Remarks:
Contractor Consultant
MUMBAI METROPOLITAN REGION DEVELOPMENT AUTHORITY(MMRDA)
DESIGN & CONSTRUCTION OF ELEVATED ROADBETWEEN MULUND - AIROLI CREEK BRIDGE ( AIROLIEND ) AND THANE
BELAPUR ROAD
CONTRACTOR :- J.KUMAR INFRAPROJECTS LTD. PMC:- AAKAR ABHINAV CONSULTANTS PVT LTD.
SIEVE ANALYSIS OF COARSE AGGREGATES FOR CONCRETE
(As per IS 383)
Location/Source: Sampling date :-
Description: Testing date :-
Purpose Use: Tested by :-
Wt.of Sample = gms
Wt. Specification Limits as
IS Sieve Size in
Retained % Retained % Cumulative Retained % passing per IS 383
'mm'
(gms) (Table 2)
100
100
85-100
0-20
0-5
Remarks:
Contractor Consultant
MUMBAI METROPOLITAN REGION DEVELOPMENT AUTHORITY(MMRDA)
DESIGN & CONSTRUCTION OF ELEVATED ROADBETWEEN MULUND - AIROLI CREEK BRIDGE ( AIROLIEND ) AND THANE
BELAPUR ROAD
CONTRACTOR :- J.KUMAR INFRAPROJECTS LTD. PMC:- AAKAR ABHINAV CONSULTANTS PVT LTD.
SIEVE ANALYSIS OF FINE AGGREGATES FOR CONCRETE
(As per IS 383)
Location/Source: 0 Sampling date :-
Description: C/sand Testing date :-
Purpose Use: 0 Tested by :-
Wt.of Sample = gms
Specification Limits
IS Sieve Size in Wt. Retained % Cumulative
% Retained % passing as per IS 383 (Table
'mm' (gms) Retained
-4)
100
90-100
75-100
55-90
35-59
8-30
0-10
62
FM (SUMof Cumulative parcentage on retain sieve /100) =
Remarks:
Contractor Consultant
MUMBAI METROPOLITAN REGION DEVELOPMENT AUTHORITY(MMRDA)
Design & consturction of flyovers at savita chemicals junction,ghansoli junction-talavali naka junction and vehicular
underpass at mahape junction on thane belapur road Navi Mumbai
CONTRACTOR :- J.KUMAR INFRAPROJECTS LTD. PMC:- AAKAR ABHINAV CONSULTANTS PVT LTD.
SIEVE ANALYSIS OF FINE AGGREGATES FOR CONCRETE
(As per IS 383)
Location/Source: Ulwe Sampling date :- 0
Description: C.Sand Testing date :- 0
Purpose Use: Concrete Tested by :- Jointly
Wt.of Sample = 1300 gms
IS Sieve Size in Wt. Retained % Cumulative Specification Limits as per
% Retained % passing
'mm' (gms) Retained IS 383 (Table -4)
10.00 0 0 0 100 100
4.75 68 5.23 5.23 94.77 90-100
2.36 184 14.15 19.38 80.62 75-100
1.18 274 21.08 40.46 59.54 55-90
0.600 221 17.00 57.46 42.54 35-59
0.300 254 19.54 77.00 23.00 8-30
0.150 184 14.15 91.15 8.85 0-10
0.075 54 4.15 95.31 4.69
Pan 61
FM= 2.91
Remarks:
Contractor Consultant
MUMBAI METROPOLITAN REGION DEVELOPMENT AUTHORITY(MMRDA)
Design & consturction of flyovers at savita chemicals junction,ghansoli junction-talavali naka junction and vehicular
underpass at mahape junction on thane belapur road Navi Mumbai
CONTRACTOR :- J.KUMAR INFRAPROJECTS LTD. PMC:- AAKAR ABHINAV CONSULTANTS PVT LTD.
ALL IN AGGREGATE GRADING OF COARSE AND FINE AGGREGATES
(AS PER IS 383)
Location/Source: Sampling Date:
Description: All in aggregate Testing Date :
Concrete Grade: Tested By:
IS Sieve % PASSING CUM %
PASSING LIMITS
size in
20 MM 12.5 MM R/SAND C/SAND 20 MM 10MM R/SAND C/SAND ALL IN
'mm' AGG.
100% 100% 0% 100% LOWER UPPER
40.00 100 100
20.00 95 100
4.75 30 50
0.6 10 35
0.150 0 6
%PASSING
100
90 COMBINED GRADATION OF CA &FA
80
70
60
50
40 Column K
Column L
30 Column M
20
10
0 SIEVE SIZE
0.10 1.00 10.00 100.00
REMARKS:Maximum nominal size of aggregate is 20mm.
Contractor Consultant
