plan wharf and jetty in bored file stage - option 1 ( tower crane)

ATTACHMENT NO.1
PLAN OF WHARF AND JETTY IN BORED PILE STAGE - OPTION1
TO BEN LUC

TO LONG THANH

21@2m=42

19@2m=38

4%

7

7

4%

Ramp way

Barge 600Tons

Barge 600Tons

40

Jetty 2a
23.4

10.8

9.5
9.5

10.8

Crawler crane
50Tons

Drilling System
Barge 1000tons

35.4

m
R20 ons
T
0
0
.
5

Crawler crane
50Tons

9
wharf 2a

Super structure line

25.1

16
Jetty 1a

P42

26.1

P39

P43

17.7

14
Rebar work
Barge

P40
K

15.6

10

wharf 1

12

38

Material Barge

15.5

22.8

Ramp way

R2 0
5.0t m
ons

Material Barge

0L
+00
m26

K

P41

Rebar work
Barge

0L
+10
m26

12

00L
6+3
K m2

00L
6+4
K m2

Drilling System
Barge 1000tons
Bentonite System
Barge 600tons

Bentonite System
Barge 600tons

K m2

00R
6+1

31@2m=62

15@2m=30

CONSORTIUM OF

TITLE

NAME

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

00R
6+3

K m2

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

K m2

00R
6+4

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

PLAN OF WHARF AND JETTY BORED PILE STAGE-OPTION1
SCALE:


ATTACHMENT NO.1

PLAN OF WHARF AND JETTY IN SPSP CONSTRUCTION STAGE - OPTION 1
TO BEN LUC

TO LONG THANH

21@2m=42

19@2m=38

4%

7

7

4%

Ramp way

Barge 600Tons

Barge 600Tons

40

38
Material Barge

Jetty 2a
23.4

Super structure line
220KVA

14

K

10.8

9.5

wharf 2a

P42

0L
+10

m26

P43

17.7

R20m
s
19.5 Ton

P40

12

P41
00L
6+3
K m2

Crane 120T

00L
6+4
K m2

Barge 1000tons
Barge 600tons
Crane 80T

Barge 600tons

R
4.1 32
To m
ns

K

9

26.1

Jetty 1a

P39

Crawler crane
50Tons
25.1

35.4

0m s
R2 Ton
.5
19

16

m
R20 ons

T
0
0
.
5
220KVA

Crawler crane
50Tons

9.5

10.8

Barge 1000tons

0L
+00
m26

15.6

10

wharf 1

12

15.5

22.8

Ramp way

R2 0
5.0t m
ons

Material Barge

00R
6+1

31@2m=62

15@2m=30

TITLE

NAME

K m2

SIGNATURE

DATE

TITLE
PREPARED BY

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

CHECKED BY

00R
6+3

K m2

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER
CONSORTIUM OF

m

R32 ns
o
4.1 T

K m2

NAME
NGUYEN SY BAO

SIGNATURE

DATE

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

Designed date

00R
6+4

PLAN OF WHARF AND JETTY IN SPSP CONSTRUCTION STAGE
OPTION 1
SCALE:


ATTACHMENT NO.1
PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE - OPTION 1
TO BEN LUC

TO LONG THANH

21@2m=42

19@2m=38

4%

7

7

4%

Ramp way

Barge 600Tons

Barge 600Tons

40

Material Barge

35.4
Material Barge

7.5
K

0L
+10
m26

25.1

P43

17.7

P40

P41

Jetty 2b
00L
6+3
K m2

6

crawler crane
80Tons

12

00L
6+4
K m2

Stationary pump

7.9

0L
+00
m26

6m
R2 ons
T
4
.
5

P42

8.5

K

14

wharf 2a

R20m
5.0tons

12

9

26.1

17.2

P39

Crawler crane
50Tons

Super structure line

10.2

16

Concrete truck

m
R20 ons

T
0
0
.
5

9.5

10.8

Stationary pump

15.6

9.5

10

23.4

10.8

22.8

wharf 1

Jetty 2a

Crawler crane
50Tons

Jetty 1a

15.5

38
Ramp way

14

8.7
Concrete truck

wharf 2b

6m
R2 ons
t
5.4

K m2

00R
6+1

31@2m=62

15@2m=30

CONSORTIUM OF

TITLE

NAME

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

00R
6+3

K m2

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

K m2

00R
6+4

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION
STAGE - OPTION 1
SCALE:


PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 40 - OPTION 1

Barge 600Tons

40

7

4%

Ramp way
22.8

Crawler crane
50Tons
Jetty 1a

wharf 1

10

35.4
Material Barge

9.5

10.8

Stationary pump

16

R20m
5.0tons

7.5

26.1

concrete supply pile
D=135mm, t=5mm

17.2

Super structure line

10.2

Concrete truck

6m
R2 ons
T
4
5.

K m2

P40

00L
6+ 1

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION
STAGE AT PIER 40 - OPTION 1
SCALE:


PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 41 - OPTION 1

7

4%

Material Barge

15.5

38
Jetty 2a
15.6

9.5

10.8

23.4

m
R20 ons
T
0
0
.
5

Crawler crane
50Tons

9
wharf 2a

25.1

Super structure line

P42

17.7
P41

12

Jetty 2b
00L
6+ 3

Stationary pump

7.9

K m2
concrete supply pile
D=135mm, t=5mm

8.5

6

crawler crane
80Tons
8.7

14

Concrete truck

wharf 2b

6m
R2 tons
5.4

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION
STAGE AT PIER 41 - OPTION 1
SCALE:


CHECKING CONDITION CRAWLER CRANE 80 TONS IN CANTILEVER CONSTRUCTION AT PIER 40 - OPTION 1

Working Radius R=26m
Rate Load = 5.4 tons

om
Bo
gth
Len
m
5.5
=4

Max working Load
5 Tons

Traveller

8

38

+15.545

21400

57°

Crawler crane
80 Tons
Jetty
B=6.0m

Main beam: H 800x300 +2.20

Hmax = +1.68

Htb = +1.16

1785

Pier Column

Jetty
B=9.0m
+2.220

Hmin = -1.28

Hmax = +1.68

Htb = +1.16

Hmin = -1.28
1587

6060

2553

Existing bottom river
-4.590
-5.660
H 400x400
L=48m
-9.160
8000

4500

4500

1050

3000

3000

Note :

3000

All dimensions are in mm, levels are in m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE
PREPARED BY

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

CHECKED BY

NAME
NGUYEN SY BAO

SIGNATURE

DATE

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

Designed date

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

REV.

CHECKING CONDITION CRAWLER CRANE 80 TONS
IN CANTILEVER CONSTRUCTION AT PIER 40-OPTION 1
SCALE:

1 : 250


GENERAL VIEW CASTING CONCRETE PROCESS AT PIER 40 SIDE
Traveller

+15.545

21400

Concrete supply pile
D=135mm , t=5mm
H300x300
Jetty 1a
B=9.0m

Jetty 1b
B=1.5m

SPSPCofferdam system
D=0.7m, L=35m

6500

4500

4500

1000400

9090

+2.20

+2.20

Hmax = +1.68

Htb = +1.16

Htb = +1.16
H400x400x21x13
L=8m
C 220x80x12x8.7
L=16.5m

PIER 40
Hmin = -1.28

H800x300x26x14
L=10.4m
Hmin = -1.28

Existing bottom river

-4.59

-4.59

H 400x400
L=48m
7650

4500

4500

1400

3000

3000

3000

Note :
All dimensions are in mm, levels are in m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT

(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE
PREPARED BY

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

CHECKED BY

NAME

NGUYEN SY BAO

SIGNATURE

DATE

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

Designed date

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

REV.

GENERAL VIEW CASTING CONCRETE PROCESS
AT PIER 40 SIDE
SCALE:


CHECKING CONDITION CRAWLER CRANE 80 TONS IN CANTILEVER CONSTRUCTION AT PIER 41 - OPTION 1
Working radius = 26m
Rate Load = 5.4 tons

Bo
om
Le
ngt
h=
5m
45.

Max working Load
5 Tons

Traveller

388

+15.545

21400

57°

Crawler crane
80 Tons

250

Hmax = +1.68

2035
Hmin = -1.28

+2.20
4030

2035

Htb = +1.16

1950

+2.45
Htb = +1.16

1785

Pier Column

Hmin = -1.28

Sub-base t=20cm

PC Bar D32

Black sand
K95

-3.590

Existing bottom river

-5.660
7892

8500

-9.160

Steel sheet pile
Larsen IV, L=20m
Note :
All dimensions are in mm, levels are in m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE
PREPARED BY

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

CHECKED BY

NAME
NGUYEN SY BAO

SIGNATURE

DATE

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

Designed date

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

REV.

CHECKING CONDITION CRAWLER CRANE 80 TONS
IN CANTILEVER CONSTRUCTION AT PIER 41 - OPTION 1
SCALE:

1 : 250


GENERAL VIEW CASTING CONCRETE PROCESS AT PIER 41 SIDE

Traveller

+15.545

21400

Concrete supply pile
D=135mm , t=5mm

H300x300
Whaft 2b

Jetty 2b

SPSPCofferdam system
D=0.7m, L=35m

+2.20

Hmax = +1.68
Htb = +1.16

1700

Htb = +1.16
PIER 41
Hmin = -1.28

Hmin = -1.28

Sub-base t=20cm

PC Bar D32

Black sand
K95

Existing bottom river

-3.590
-5.660

7892

8500

Steel sheet pile
Larsen IV, L=20m

Note :
All dimensions are in mm, levels are in m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

PREPARED BY

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

CHECKED BY

NAME
NGUYEN SY BAO

SIGNATURE

DATE

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

Designed date

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

REV.

GENERAL VIEW CASTING CONCRETE PROCESS
AT PIER 41 SIDE
SCALE:


RAMP WAY AT PIER 40 - OPTION 1

TO BEN LUC

20000

35000

5000

2920

9610
Barge 600 tons

B

A
Htb = +1.16

Hmax = +1.68

4%
Hmin = -1.28
1:2

Gabions
1mx1mx2m

B

A
Existing ground

Designing elevation
+2.00
Elevation of Existing ground +0.60
Distance

+2.00
+0.66
10.00

+2.00
+0.82

+1.60

+0.83

10.00

+1.20
+0.83

10.00

10.00

+0.80
+0.24

+0.40
-0.38

10.00

10.00

-1.84
-1.00

-2.00
-2.00

6.90

6.70

-3.00
-3.00
6.00

-4.00
-4.00
5.00

-5.00
-5.00

-6.00
-6.00

6.80

12.80

PLAN OF TEMPORARY SLOPE AT PIER 40
40000

Barge 600 tons

30000

00
200

10000

6300

12001200

3000

5000
00
R25
0

SECTION A - A
6 H200x200
1000

SECTION B - B

6 H200x200
7000

1500

1000

7000

1500

Gabion

1mx1mx2m

2000

2000

60cm Stone 4x6cm
Geotextile fabric
Black sand K95
Geotextile fabric

300

1
1

1
1

60cm Stone 4x6cm
Geotextile fabric
Black sand K95
Geotextile fabric

Gabion
1mx1mx2m

NOTES:
All dimensions are m, levels are m
Dimensions in typical section are mmm

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

RAMP WAY AT PIER 40
SCALE:


structures of temporary JETTY 1A - option 1
C

D32, L=10.5m
10000
Larsen IV, L=20m

5000

35400
5000

5000

5000

5000
Detail ''G''

4000

400

2000 1000

3000 250

5000

3000
9500

27@400=10800

A
250 3000

2[-200x75x5.2x9, L=10m

1000

1000 2000

A

2000

10000

2000

H350x350x12x19, L=12m

B

D32@3m, L=1.57m

, L=11.74m

2[-200x75x5.2x9
L=24.2m

2[-200x75x5.2x9
L=11.54m

5@1600=8000

Deck plate
3000x1000x200

H800x300x14x26
L=25.4m

[-200x75x5.2x9
L=24.6m

B

35@1000=35000

16000
Detail ''D''

200

C
a-a section

13000

35400
2000

Geotextile Fabric

5000

5000

5000

5000

5000

5000

4000

400

Black sand
K95

Hmax = +1.68

1420

2300

850

1

600

1:

500

+1.00

+2.20

200

+2.20

-0.30

-1.00

Detail ''B''

H400x400x13x21
L=9.5m

H800x300x14x26
L=25.4m

Detail ''E''

-1.630

Htb = +1.16

Hmin = -1.28

PC bar D32

2[-200x75x5.2x9, L=9.0m

-5.04

2[-200x75x5.2x9
L=11.54m

-13.50

L100x100x10,
L=3.8m
Crossbeam,
2[-300x90x9x13, L=9.5m

Existing ground

H350x350x12x19, L=12m

DETAIL ''A''

1000

Detail ''A''

Detail ''C''

Steel sheet pile, Larsen IV, L=20m

20cm Sub base
Steel plate
12000x1000x25

Steel pile, L=48m
H400x400

Concrete C20
t=350mm

50

Deck plate
3000x1000x20

-17.85

350 200

-47.22

[200x76

DETAIL ''B''

DETAIL ''C''

Geotextile fabric
150 400

Sub-base t=20cm

2 [200x76
200

200

2[-200x76x5.2x9
D32
20

500

PC bar D32
L=1.57m

NOTEs:

Plate 200x200

t=20mm

Geotextile fabric

Plate washer
165x165x20
Steel sheet pile,
Larsen IV

Larsen IV

CONSORTIUM OF

TITLE

NAME

H350x350x12x19

SIGNATURE

DATE

TITLE
PREPARED BY

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

CHECKED BY

- The material may be changed depend on actual condition.

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

- All the dimension are mm, levels are m.

NAME
NGUYEN SY BAO

SIGNATURE

DATE

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

Designed date

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

REV.

STRUCTURE OF TEMPORARY JETTY 1A - OPTION 1
SCALE:


ATTACHMENT NO.3

TYPICAL SECTION of temporary JETTY 1A - OPTION 1

b-b section

C-C section

Deck plate
3000x1000x200 9500
3000

3000

250

Detail ''F''

+2.20

+2.20

Hmax = +1.68
3200

H800x300x14x26, L=23.2m
H400x400x13x21
L=9.5m

2700

3000

PC bar D32
-1.00

500

2000

[-300x90x9x13

L=2.9m
-1.23

250
20 400800 200

Htb = +1.16

1420

[-200x75x5.2x9

Sub-base t=200mm
10800

L100x100x10, L=3.8m
Hmin = -1.28

Black sand
K95

Crossbeam, L=9.4m
2[-300x90x9x13

Steel sheet pile, Larsen IV, L=20m

Steel pile, L=48m
H400x400

-17.85

-47.22

DETAIL ''F''
DETAIL ''E''

DETAIL ''D''

L50x50

[-300x90x9x13

Deck plate
3000x1000x20

L100x100x10@2m

2[-200x76x5.2x9

600

H800x300x14x26
H800

300

Steel pile
H400x400

[-200x76x5.2x9

1500

Bolt M22

Larsen IV

H800x300

D25 rebar

Deck plate
3000x1000x20

PC bar D32@2m

H400x400

900

DETAIL ''G''

Stiffener t=14mm
S­êng t¨ng c­êng

[-300x90x9x13
[-200x76x5.2x9

300
Plate 500x500x20

400

Stiffener plate, t=20mm

350

H400x400x13x21

Plate 500x500x20

H400x400x13x21
H400x400x13x21

L100x100x10

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

L100x100x10
Bracing

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

TYPICAL SECTION OF TEMPORARY JETTY 1A - OPTION 1
SCALE:


structures of temporary JETTY 2A -OPTION 1
DETAIL ''A''
B

C

D32@3m, L=1.57m

D32, L=10.5m

2[-200x75x5.2x9
L=24.2m
15600
Larsen IV, L=20m

23400
5500
Detail ''G''

5500

5500

1000

Deck plate
3000x1000x20

2000

A

Concrete C20
t=350mm

10800

[200x76

Geotexti
150 400

2 [200x76

200

2000

2000
2000
9000

7@1200=8400

3000

27@400=10800

2[-200x75x5.2x9, L=9.0m

250 3000

9500

A
H400x400
L=9.5m

20cm Sub base
Steel plate
12000x1000x25

350 200

5500

3000 250

400

50

[-200x75x5.2x9
L=9.0m

D32, L=11.74m

PC bar D32
L=1.57m

20

[-200x75x5.2x9
L=23.2m

B

Deck plate

3000x1000x200
23400

H800x300x14x26
L=23.2m

2[-200x75x5.2x9
L=11.54m

Plate 200x200
t=20mm

9000

Geotextile fabric

H350x350x12x19, L=12m

Larsen IV

C

a-a section
15600
200 2000

H800x300x14x26
L=23.2m
L100x100x10, L=3.8m

-1.00

PC bar D32

Black sand
K95

Plate washer
165x165x20
Steel sheet pile,
Larsen IV

2[-200x75x5.2x9, L=9.0m

-13.50

Steel sheet pile,
Larsen IV, L=20m

Steel pile, L=48m
H400x400

D32

+0.86

H350x350x12x19
L=12m

2[-200x75x5.2x9

L=11.54m
-6.58

2[-200x76x5.2x9
+2.20

500

850
-0.30

-1.65

Crossbeam,
2[-300x90x9x13, L=9.5m

Detail ''C''

1

H400x400x13x21
L=9.5m

600

Detail ''E''

Geotextile Fabric
200

+2.20

1:

Detail ''A''

2300

Hmin = -1.28

23400
23@1000=23000

200

20 400 800 200

Htb = +1.16

1420

Hmax = +1.68

DETAIL ''B''

DETAIL ''C''
Sub-base t=20cm

200

-17.85

500

-47.22

H350x350x12x19

NOTEs:
- All the dimension are mm, levels are m.

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE
PREPARED BY

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

CHECKED BY

NAME
NGUYEN SY BAO

SIGNATURE

DATE

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

Designed date

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

REV.

STRUCTURE OF TEMPORARY JETTY 2A - OPTION 1
SCALE:


TYPICAL SECTION of temporary JETTY 2A - OPTION 1

b-b section

C-C section

Deck plate
3000x1000x200 9500

2000

3000

3000

250

Detail ''F''

+2.20

+2.20
H400x400x13x21
L=9.5m
L100x100x10, L=3.8m

2700

Hmax = +1.68

H800x300x14x26, L=23.2m

3200

[-300x90x9x13
L=2.9m
-1.23

3000

20 400800 200

1420

Htb = +1.16

250

Sub-base t=200mm
10800

PC bar D32
-1.00

500

[-200x75x5.2x9

Hmin = -1.28

Black sand
K95

Crossbeam, L=9.4m
2[-300x90x9x13

Steel sheet pile, Larsen IV, L=20m
Steel pile, L=48m
H400x400

-17.85

-47.22

DETAIL ''G''

DETAIL ''F''

DETAIL ''E''

DETAIL ''D''

[-300x90x9x13

Deck plate
3000x1000x20

L50x50
L100x100x10@2m

PC bar D32@2m
900

H800x300x14x26

300

Steel pile
H400x400

[-200x76x5.2x9
1500

2[-200x76x5.2x9

D25 rebar

Deck plate
3000x1000x20

Bolt M22

Larsen IV

H800x300

Stiffener t=14mm
S­êng t¨ng c­êng

600

H400x400

H800
[-300x90x9x13

Plate 500x500x20

400

[-200x76x5.2x9

300

Stiffener plate, t=20mm
H400x400x13x21

350

H400x400x13x21

L100x100x10

Plate 500x500x20
H400x400x13x21
L100x100x10
Bracing

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

TYPICAL SECTION OF TEMPORARY JETTY 2A - OPTION 1
SCALE:


structures of temporary JETTY 1b - option 1
c

B
H800x300x26x14
L=10.4m
200

10@1000=10000

DETAIL ''A''
( 1: 50)

200

Steel plate 6000x1500x20
1000

4500

4500

400

C 220x80x12x8.7
L=16.5m

Jetty 1A
Deck Plate
3000x1000x200

626

1500
324

550

+2.20

C 300x100x15x10
L=1.8m
C 220x80x12x8.7
L=16.5m

H 800x300
L= 10.4m

1400

B

Jetty 1A

c

10400
9500

150

16500

Detail "A"
9500
Jetty 1A
Hmax = +1.68
Htb = +1.16

DETAIL ''B''
(1:50)

A - A SECTION
( 1:150 )
150

16900

1000

+2.20

4500

4500

+2.20

6500

210
H400x400x21x13
L=8m

H800x300x26x14
L=10.4m

L100x100x10
L=3.8m

Hmin = -1.28

C 220x80x12x8.7
L=16.5m

C 220x80x12x8.7
L=16.5m
Cross beam
2C 300x90x13x9 , L=6.4m

46

SPSP

Detail "B"

C 300x90x13x9
L=1.8m

14

A

6100

Stiffener plate
t=14mm
H 300x300

-4.59

Steel pile
H400x400 , L=48m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE
PREPARED BY

NAME
NGUYEN SY BAO

SIGNATURE

DATE

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

Designed date

STRUCTURE OF TEMPORARY JETTY 1B - OPTION1

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

SCALE:

TYPICAL SECTION OF JETTY 1B - OPTION 1

B - B SECTION
(1:75)
150

1500

150

3000

3000

250

+2.20

400 474 300225

+2.20

C - C SECTION
(1:20)

V 100x100x10
L=1.3m

1420

Hmax = +1.68
H 800x300x26x14
L=10.4m

Htb = +1.16

Grille XG21 t=5mm

H 400x400
L=8.0m
C 300x100x15x10

1500

L 100x100x10
L=3.8m

650

650

100 50

2000

50 100

Detail "C"

Hmin = -1.28

C 160x65x10x7.2
L=0.28m

Cross beam
2C 300x90x13x9 , L=6.4m

C 220x80x12x8.7

DETAIL C
(1:30)
-4.59

1750

3000

3000

Grille XG21
t=5mm

L 100x100x10
L=1.3m

1500
100
C 160x65

L=0.28m

650

100

C 220x80x12x8.7
L=16.5m

300

Steel pile
H400x400 , L=48m

650
+2.20

400

474

C 300x100x15x10

100

300

1150
H 400x400 , L=8m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

TYPICAL SECTION OF JETTY 1B - SECTION 1
SCALE:


structures of temporary wharf 2b - option 1
B - B SECTION
(1:100)
Subbase , t=200mm

C
2C 200x76x5.2x9
L=22.5m

A

8500
22700

+2.20

A

Hmax = +1.68

1550
2C 200x76x5.2x9
L=9.240m

Htb = +1.16

1500

14000

-0.70
D32 , l=10m
2720

1800

PC bar D32
L=10m

1800

8500

H 350x350x12x19
L=12m
8500

4220

B

Hmin = -1.28

-2.02

1800

2C 200x76x5.2x9
L=7.85m

1550

Black sand
K95

1370

2000

2000

2000
14000

2000

2000

2000

630

Steel sheet pile
Larsen IV , L=20m

2C 200x76x5.2x9

L=13.8m

D32 , l=15m

B

A - A SECTION
(1:150)

200

Detail "A"

22500
+2.20

Hmax = +1.68

+2.20

1330

Htb = +1.16

C

C - C SECTION
(1:100)

+1.44

Subbase , t=200mm
8500
Hmin = -1.28

1602

1500

2C 200x76x5.2x9
L=7.85m

PC Bar D32
L=11.2m
2C 200x76x5.2x9
L=9.240m

+1.14

H 350x350x12x19
L=12m

13500

102

-2.02

+2.20

DETAIL "A"
(1:50)

Steel sheet pile
larsen IV , L=20m

Black sand
K95

Sub base
t=200mm

500

200

+2.20

630

PC Bar D32
L=11.2m

Steel sheet pile
Larsen IV , L=20m

Plate 165x165x20
H 350x350x19x12
L=12m

NOTE :

2C 200x76x5.2x9
L=7.85m

All dimensions are mm , levels are m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

STRUCTURE OF TEMPORARY WHARF 2B - OPTION1
SCALE:


structures of temporary JETTY 2b - option 1
B - B SECTION
(1:25)

V 100x100x10
L=1.3m

Pier 41

A

Grille XG21 t=5mm

100

8100

7900

1500

B

650

650

100

B

Jetty 2b

8700

370

14000

C 160x65x10x7.2
L=0.28m

C 220x80x12x8.7
150 1500 150

8500

DETAIL "A"
(1:50)

Wharf 2b

370

20

50

50

40

C 220x80x12x8.7
L=8.1m

Steel plate
2000x800x40

H 300x300

A

14000

+2.425

A - A SECTION

Hmax = +1.68
Htb = +1.16

+2.20

SPSP

8100

Sub base 20cm
Black sand K95

+2.475

DETAIL "B"
(1:50)
Detail "A"

Detail "B"
Hmin = -1.28
-1.95

Grille XG21 , t=5mm
+2.425

Steel sheet pile
larsen IV , L=20m

C 220x80x12x8.7 L=8.1m

+2.20

8500

7900

20cm Sub base

364

Steel pile
Larsen IV, l=20m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

STRUCTURE OF TEMPORARY JETTY 2B - OPTION1
SCALE:


CONSTRUCTION METHOD OF JETTY OF WHARF
STEEP 1: CONSTRUCTION OF WHARF

STEEP 2: DRIVING STEEL PILE H400x400

- Locating the center of wharf
- Driving steel sheet pile Larsen IV
- Filling and compaction black sand
- Filling sub base to disigning level
- Completing of wharf

STEEP 3: INSTALLING MAIN BEAM AND COVER PLATE

- To moving of crane
- Locating the center of steel pile H400x400

- Driving steel pile H400x400
- Installing beam H400x400
- Installing system connection C300 and V100

- Installing main beam H800x300
- Installing system connection whith main beam H800x300
- Installing guided bar
- Installing corver plate 3000x1000x200

Vibration hammer

Vibration hammer

Level machine

Moving direction
Crawler crane
55 tons

+2.20

+2.20

Crawler crane
55 tons

Crawler crane
55 tons

+2.20

H 400x400

Steel pile
H 400x400

Steel sheet pile
Larsen IV, L=20m

Steel sheet pile
Larsen IV, L=20m

Main beam
H 800x300

Guided bar
H 400x400

Steel sheet pile
Larsen IV, L=20m

Steel pile
H 400x400 , L=48m

Steel pile
H 400x400

STEEP 4: CONSTRUCTION NEXT SEGMENT OF JETTY

STEEP 5: COMPLETING OF JETTY

- To moving of crane
- To moving guided bar
- Locating the center of steel pile H400x400
- Driving steel pile H400x400
- Installing beam H400x400
- Installing system connection C300 and V100

- Installing main beam H800x300
- Installing system connection whith main beam H800x300
- Installing corver plate 3000x1000x200
- Installing railing
- Completing of jetty

Moving direction
+2.20

Cover plate
3000x1000x200

Moving direction
Cover plate
3000x1000x200

Main beam
H 800x300

+2.20

Cover plate

3000x1000x200

+2.20

Main beam
H 800x300

Guided bar
H 400x400
Steel pile
H 400x400

Steel sheet pile
Larsen IV, L=20m

Guided bar
H 400x400

Steel sheet pile
Larsen IV, L=20m

Existing ground

Steel pile
H 400x400 , L=48m

Steel pile
H 400x400 , L=48m

NOTES :

All dimensions are mm , levels are m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2

SMC4 JO-

CONSTRUCTION METHOD OF JETTY AND WHARF
SCALE:


CONSTRUCTION METHOD OF TEMPORARY RAMP WAY
STEEP 2 : EXCAVATION OF FOUNDANTION GABIONS

STEEP 1 : EXCAVATION SOIL

Moving Direction

- Excavator Soil by crawler Excavator in barge 500tons.
- Moving barge to dig inner.

Moving Direction

- To dig soil foundation of gabion to designing level .

Crawler Excavator

Crawler Excavator
Excavation part

Hmax = +1.68
Htb=+1.16

Barge 500 tons

Hmax = +1.68

Barge 500 tons

Htb=+1.16

Hmin = -1.28

Hmin = -1.28

Excavation part
Existing ground

Existing ground

STEEP 3 : INSTALLING GABIONS

STEEP 4 : SPREAD STONE IN GABIONS SCOPE

- Transpost gabions by other 500tons barge.
- Use crawler excavator to installing gabions.

- Transpost stone 4x6cm in truck by other 500tons barge.
- Use crawler excavator to spread in gabions scope.

Moving Direction

Moving Direction
Crawler Excavator
Crawler Excavator

Excavation part

Barge 500 tons

Gabions

Stone truck

Gabions
1x1x2m

Barge 500 tons

Excavation part

Hmax = +1.68
Htb=+1.16

Barge 500 tons

Barge 500 tons

Stone
4cmx6cm

Hmax = +1.68
Htb=+1.16

Hmin = -1.28

Hmin = -1.28
Gabions

Existing ground

Existing ground

STEEP 5 : EXCAVATION NEXT SEGMENT

STEEP 6 : SPREAD STONE NEXT SEGMENT

- Moving crawler excavation to gabions scope.
- Soil Excavator inner scope.

- Moving stone truck to next scope .
- Use crawler excavator to spread stone next scope.
Moving Direction

Moving Direction
Crawler Excavator

Crawler Excavator

Stone truck

Stone truck

Excavation part

Barge 500 tons

Stone
4cmx6cm

Barge 500 tons

Stone
4cmx6cm

Hmax = +1.68
Htb=+1.16

Hmax = +1.68
Htb=+1.16

Hmin = -1.28

Hmin = -1.28
Gabions

Gabions
Existing ground

Existing ground

STEEP 7 : PUMP BLACK SAND
- Spread geotextile fabric
- Transport black sand by truck in 500tons barge
- Use pump to pump black sand designing scope.

Sand pump

Pump pipe

- Spread stone 4x6cm .
- Completing of temporary ramp way.

Crawler Excavator
Barge 500 tons

Black sand

STEEP 8 : COMPLETING TEMPORARY RAMP WAY

Moving Direction

Black sand

Stone truck

Stone 4x6cm
Black sand

Hmax = +1.68

Barge 500 tons

Hmax = +1.68
Htb=+1.16

Htb=+1.16

Hmin = -1.28

Hmin = -1.28
Gabions

Gabions
Existing ground

Existing ground
NOTE:

- All dimension are mm , Levels are m

CONSORTIUM OF

TITLE

NAME

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)

THE CONTRACTOR

THE ENGINEER

THE EMPLOYER

SIGNATURE

DATE

TITLE

NAME

SIGNATURE

DATE

PREPARED BY

NGUYEN SY BAO

Designed date

CHECKED BY

NGUYEN SONG TOAN

Checked Date

Approved 2

Approved Date

CHECKED BY

Checked 1

Checked date 1

APPROVED BY

Approved 1

Approved Date 1 APPROVED BY

REV.

PACKAGE J2 - GÓI THẦU J2
SMC4 JO-

CONSTRUCTION OF METHOD TEMPORARY RAMP WAY
SCALE:


summary main quantities for temporary jetty at pier p40 - JETTY1a
Particular

Description

H400x400x13x21
H400x400x13x21
H800x300x14x26
H600x200x11x17
C-200x76x5.2x9
C-200x76x5.2x9, L=0.3m

Rebar D25
C - Chanel and L L50x50
shape
L100x100x10, L=1.5m
L100x100x10, L=3.8m
C-300x90x9x13, L=2.9m
C-300x90x9x13, L=9.4m
Steel plate
9x1.0x0.25m
Steel plate
500*500*20mm
Stiffener t=14mm 748*143*14mm
Deck plate
3.0x1.0x0.2m
Concrete C20
9x1.0x0.20m
Bolt M22
H - Beam and
Steel pile

Unit weight
(kg/m)

Unit

Quantity

Kg
Kg
Kg

Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Pcs
m3
Set
Total (Tons)

4.00
6.00
4.00
1.00
1.00
22.00
1.00
1.00
22.00
6.00
3.00
12.00
1.00

24.00
44.00

172.00
172.00
210.00
106.00
18.40
18.40
3.85
3.77
14.90
14.90
38.10
38.10
196.25 kg/m2

Length
(m)

Area
(m2)

48.00
9.50
25.40
9.00
86.80
0.30
60.30

60.30
1.50
3.80
2.90
9.40

Weight (Kg)

Number
of sets

33,024.00
9,804.00
21,336.00
954.00
1,597.12
121.44
232.16
227.33
491.70
339.72
331.47
4,297.68

6.00
1.00
1.00
1.00
1.00
1.00

1.00
1.00
1.00
6.00
11.00
1.00

9.00

Total

Remark

198,144.00
9,804.00
21,336.00
954.00
1,597.12
121.44
232.16
227.33
491.70
2,038.32
3,646.17
4,297.68
1,766.25
942.00
517.24
75.00
1.80

508.00
246,115.40

summary main quantities for wharf at pier p40 - WHARF 1
Particular
H - Beam
C - Chanel
Steel sheet pile
PC bar
Plate washer
Sub-base
Backfill K95

Description
H350x350x12x19
2C-200x76x5.2x9
Type IV
D32, L=14.75
D32, L=11.74
D32, L=1.760
100x100x25mm
t=20cm
Black sand

Unit weight
(kg/m)
137.00
36.80
76.10
6.31

6.31
6.31

Unit

Quantity

Kg
Kg
Kg
Kg
Kg
Kg
Kg
m3
m3

5.00
1.00
125.00
8.00
9.00
4.00

Total

Length
(m)
12.00
68.14

20.00
14.75
11.74
1.76

Area
(m2)

Weight (Kg)
8,220.00
2,507.55
190,250.00
744.58
666.71
44.42

Number
of sets
1.00
1.00
1.00
1.00
1.00
1.00

Total
8,220.00
2,507.55
190,250.00
744.58

666.71
44.42
66.73
47.42
620.03
202,499.99

Remark


summary main quantities for temporary jetty at pier p40 - JETTY1B
Particular

Description

H400x400x13x21
H400x400x13x21
H800x300x14x26
C-200x76x5.2x9
C-200x76x5.2x9, L=0.3m
Rebar D25
L50x50
L100x100x10, L=1.5m
L100x100x10, L=3.8m
C - Chanel and L
C-300x90x9x13, L=2.9m
shape
C-300x90x9x13, L=6.4m
C-300x90x9x13, L=1.8m
C-300x90x9x13, L=1.620m

C-300x90x9x13, L=0.474m
C-220x80x8.7x12, L=16.5m
C-160x65x7.2x10, L=0.28m
Steel plate
6x1.5x0.020m
Steel plate
500*500*20mm
Stiffener t=14mm 748*143*14mm
Stiffener t=14mm 262*158*14mm
Expanded metal
XG21 , t=5mm
Deck plate
3.0x1.0x0.2m
Bolt M22

H - Beam and
Steel pile

Unit weight
(kg/m)

Unit

Quantity

Kg
Kg
Kg
Kg
Kg

Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
Kg
15.26 kg/m2
Kg
Pcs
Set
Total (Tons)

3.00
3.00
3.00
1.00
5.00
1.00
1.00
14.00
4.00

2.00
6.00
1.00
3.00
3.00
3.00
7.00
1.00
9.00
15.00
3.00
1.00

172.00
172.00
210.00
18.40
18.40
3.85
3.77
14.90
14.90
38.10
38.10
38.10
38.10
38.10
28.70
18.20
157 kg/m2

Length
(m)

Area
(m2)

48.00
8.00
10.40
44.80
0.30
39.00
39.00
1.50
3.80
2.90
9.40
1.80
1.62
0.47
16.50
0.28

Weight (Kg)

Number
of sets

24,768.00

4,128.00
6,552.00
824.32
27.60
150.15
147.03
312.90
226.48
220.98
2,148.84
68.58
185.17
54.18
1,420.65
35.67

3.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
3.00
5.00
1.00
1.00
1.00
1.00

1.00
1.00

377.69

1.00

9.00

24.75

Total

Remark

74,304.00
4,128.00
6,552.00
824.32
27.60
150.15
147.03
312.90
679.44
1,104.90
2,148.84
68.58
185.17
54.18
1,420.65

35.67
1,413.00
353.25
176.33
13.65
377.69
20.00
220.00
94,099.65

summary main quantities for wharf at pier p41 - WHARF 2B
Particular
H - Beam
C - Chanel
Steel sheet pile
PC bar
Plate washer
Sub-base
Backfill K95

Description
H350x350x12x19
2C-200x76x5.2x9
Type IV
D32, L=15
D32, L=10
100x100x25mm
t=20cm
Black sand

Unit weight
(kg/m)
137.00
36.80
76.10
6.31
6.31

Unit

Quantity

Kg
Kg
Kg
Kg
Kg
Kg
m3
m3

5.00
1.00
113.00
4.00
7.00

Total

Length

(m)
12.00
45.09
20.00
15.00
10.00

Area
(m2)

Weight (Kg)
8,220.00
1,659.31
171,986.00
378.60
441.70

Number
of sets
1.00
1.00
1.00
1.00
1.00

Total
8,220.00
1,659.31
171,986.00
378.60

441.70
43.18
38.59
332.00
182,728.79

Remark


summary main quantities for temporary jetty at pier p41 - JETTY 2A
Particular

Description

H400x400x13x21
H400x400x13x21
H800x300x14x26
H600x200x11x17
C-200x76x5.2x9
C-200x76x5.2x9, L=0.3m
Rebar D25
C - Chanel and L L50x50
shape
L100x100x10, L=1.5m
L100x100x10, L=3.8m
C-300x90x9x13, L=2.9m
C-300x90x9x13, L=9.4m
Steel plate
9x1.0x0.25m
Steel plate

500*500*20mm
Stiffener t=14mm 748*143*14mm
Deck plate
3.0x1.0x0.2m
Concrete C20
9x1.0x0.20m
Bolt M22
H - Beam and
Steel pile

Particular
H - Beam
C - Chanel
Steel sheet pile
PC bar
Plate washer
Sub-base
Backfill K95

Unit weight
(kg/m)

Unit

Quantity

Length
(m)

Area

(m2)

Weight (Kg)

Kg
4.00
48.00
33,024.00
Kg
5.00
9.50
8,170.00
Kg
4.00
23.40
19,656.00
Kg
1.00
9.00
954.00
Kg
1.00
82.80
1,523.52
Kg
18.00
0.30
99.36
Kg
1.00

56.30
216.76
Kg
1.00
56.30
212.25
Kg
18.00
1.50
402.30
Kg
6.00
3.80
339.72
Kg
3.00
2.90
331.47
Kg
10.00
9.40
3,581.40
Kg
1.00
9.00
Kg
20.00
Kg
36.00
Pcs

m3
Set
Total (Tons)
summary main quantities for wharf at pier p41 - WHARF 2A

Description
H350x350x12x19
2C-200x76x5.2x9
Type IV
D32, L=10.5
D32, L=11.74
D32, L=1.57
100x100x25mm
t=20cm
Black sand

172.00
172.00
210.00
106.00
18.40
18.40
3.85
3.77
14.90
14.90
38.10
38.10
196.25 kg/m2

Unit weight
(kg/m)

Unit

Quantity

Length
(m)

Kg
Kg
Kg
Kg
Kg
Kg
Kg
m3
m3

5.00
1.00
90.00
8.00
5.00
4.00

12.00
54.14
20.00

10.50
11.74
1.57

137.00
36.80
76.10
6.31
6.31
6.31

Total

Area
(m2)

Number
of sets
5.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
5.00
9.00
1.00

Weight (Kg)

Number
of sets

8,220.00
1,992.35
136,980.00
530.04
370.40
39.63

1.00
1.00
1.00
1.00
1.00
1.00

Total

Remark

165,120.00
8,170.00
19,656.00
954.00
1,523.52
99.36

216.76
212.25
402.30
1,698.60
2,983.23
3,581.40
1,766.25
785.00
423.19
69.00
1.80
508.00
207,591.86

Total
8,220.00
1,992.35
136,980.00
530.04
370.40
39.63
51.03
33.70
365.99
148,183.44

Remark


summary main quantities for temporary jetty at pier p41 - JETTY2B

Particular
C - Chanel and L
shape
Steel plate
Expanded metal

Description
C-220x80x8.7x12 , L=8.1m
C-160x65x7.2x10, L=0.28m
Rebar D25
L50x50
2x0.8x0.04m
XG21 , t=5mm

Unit weight
Unit
(kg/m)
28.70
Kg
18.20
Kg
3.85
Kg
3.77
Kg
314 kg/m2
Kg
15.26 kg/m2
Kg
Total (Tons)

Quantity
3.00
2.00
1.00
1.00
1.00
1.00

Length
(m)
8.10
0.28
8.10
8.10

Area
(m2)

1.60
12.15

697.41
10.19
31.19
30.54

Number
of sets
1.00

5.00
2.00
2.00

185.41

1.00

Weight (Kg)

Total
697.41
50.96
62.37
61.07
502.40
185.41
1,559.62

Remark


CONTRUCTION VOLUME OF RAM WAY AT PIER 40
No
1
2
3
4
5
6

7
8

ITEMS
Dedge and organic
Filling sand K95
Compensation by sand
Stone 4x6cm
Compensation by stone 4x6cm
Gabion 1mx1mx2m
Steel beam H200x200, L=3m
Geotextile fabric

UNIT
m3
m3
m3
m3
m3
each
kg
m2

VOLUME
1365.12
350.00
105.00
231.00
231.00
17.00

1796.40
784.00

NOTES

Estimated 30% construction volume of sand
Estimated 100% construction volume of stone

CONTRUCTION VOLUME OF RAM WAY AT PIER 41
No
1
2
3
4
5
6
7
8

ITEMS
Dedge and organic
Filling sand K95
Compensation by sand
Stone 4x6cm
Compensation by stone 4x6cm
Gabion 1mx1mx2m
Steel beam H200x200, L=3m
Geotextile fabric

UNIT

m3
m3
m3
m3
m3
each
kg
m2

VOLUME
1010.55
300.00
90.00
201.60
201.60
17.00
1796.40
742.00

NOTES

Estimated 30% construction volume of sand
Estimated 100% construction volume of stone