LOTTE MALL HANOI PROJECT LOTTE MALL HANOI PROJECT WET WORKS PACKAGE
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LOTTE MALL HANOI PROJECT
WET WORKS PACKAGE (ZONE
B)
2021. 05. 10
CONTENTS
1.1 Project Summary
1. Outline
1.2 Organization Chart
1.3 Scope of Work
2. Method of Work
3. Quality Plan
4. HSE Plan
1.4 Master Schedule
1.1 Project Summary
Project
LOTTE MALL HANOI PROJECT
Client
LOTTE PROPERTIES HANOI Co.,Ltd
Project Engineer
/ CM Consultant
LOTTE CM Division
Construction
Supervision
Consultant
IBST and 4M
General Contractor
LOTTE E&C
Sub Contractor
647 Construction and Investment Joint Stock
Company
Scope of Work
-
Construction Period
May 20th. 2021 ~ August 31st. 2022
Trench work
Cement Brick and Block works
Plastering Works
CRC Partition (MEP room)
Anti-slip stair treads
1.2 Organization Chart
Project Manager
Mr. Quyền
HP: 098 699 6912
Safety Engineer
Mr. Thịnh
HP: 0975 203 417
Site Manager
Mr. Nam
HP: 0984 310 958
QS/ Planning
Shop Dwg.
Mr. Huy
Mr. Chanh
HP: 0983 139 136
HP: 0987 267 837
Site Engineer
Site Engineer
Admin
Mr. Lực
Mr. Duy
Ms. Trang
HP: 0968 598 156
HP: 035 442 5148
HP: 092 117 8286
1.3 Quality Management Plan
647 MAIN OFFICE
647
SITE
647
SITE
LOTTE E&C
MAIN OFFICE PURCHASE AND QC
MANAGER
SUBMIT THE APPROVAL REQUEST
OF MATERIAL AND WORK
MONITORING OF IMPORT MATERIAL
COMPANY
CHECK FOR QUALITY OF MATERIAL
CHECK FOR MATERIAL QUALITY AND
SCHEDULE
WORK TO FOLLOW STANDARD
IBST & 4M
REPLY IMMEDIATELY
INSPECTION
1.4 Scope of Work
No
I
II
Description
B1 - Steel reinforced Cement Block works (4 inch)
BASEMENT (B2F-B1F)
MALL (1F-6F)
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
B2 - Steel reinforced Cement Block works (6 inch )
Unit Quantity Note
m2
3.117
2.938
103
76
m2
69.101
BASEMENT (B2F-B1F)
14.451
27.594
MALL (1F-6F)
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
24.198
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
B3 - Steel reinforced Cement Block works (8 inch)
2.858
479
III
m2
BASEMENT (B2F-B1F)
62
MALL (1F-6F)
111
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
133
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
Brick Wall stiffener
173
m
328
IV
BASEMENT (B2F-B1F)
MALL (1F-6F)
211
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
117
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
BR - Cement Brick works
V
1.496
m2
BASEMENT (B2F-B1F)
MALL (1F-6F)
1.315
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
181
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
No
VI
VII
VIII
X
XI
XII
XIII
Description
Cement mortar
BASEMENT (B2F-B1F)
MALL (1F-6F)
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
Cement mortar to Stair's slab and steps
BASEMENT (B2F-B1F)
MALL (1F-6F)
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
CRC Partition
BASEMENT (B2F-B1F)
BASEMENT (B2F-B1F)
MALL (1F-6F)
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
Anti-Slip stair treads
BASEMENT (B2F-B1F)
MALL (1F-6F)
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
Trench work
BASEMENT (B2F-B1F)
Trench Plastering
BASEMENT (B2F-B1F)
Lintel
BASEMENT (B2F-B1F)
MALL (1F-6F)
OFFICE (B2F-ROOF), EXCEPT MLCP (2F-6F)
D. MLCP (2F-6F_8floors) (OFFICE TOWER)
Unit
m2
m2
m2
m
m
m
m
Quantity
52.251
4.721
21.930
23.764
1.836
7.132
1.266
3.126
2.060
680
2.937
2.937
2.834
1.936
1.592
168
8.022
1.955
2.700
2.618
749
528
528
864
864
2.582
364
634
1.344
240
Note
1.6 Master Schedule
1.7 Manpower Schedule
No
1
2
Block Work
Tet Feb-22 Mar-22 Apr-22 May-22 Jun-22 Jul-22 Aug-22
Manpower Jun-21 Jul-21 Aug-21 Sep-21 Oct-21 Nov-21 Dec-21 Jan-22 Holiday
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Manager
man
Block
worker
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
36
90
140
140
140
90
90
90
90
90
50
50
50
50
50
Manpower sched ule
Manager man
140
140
Block worker
140
90
90
90
90
90
90
50
36
50
50
50
50
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1.8 Supply of Materials
No
1
2
Material
Cement
Block
Cemment
Time line
Quantity
937274 ea
250 ton
Jun-21
Jul-21 Aug-21 Sep-21 Oct-21 Nov-21 Dec-21 Jan-22
104142 104142 104142 104142 104142 104142 104142 104142
18
18
18
18
18
18
1
0.9
18
18
Tet
Holiday
18
18
18
18
18
18
18
Chart Material
18
18
Feb-22 Mar-22 Apr-22 May-22 Jun-22
104142
18
18
Jul-22 Aug-22
18
18
18
18
18
20
18
18
18
18
18
18
18
0.8
16
0.7
14
0.6
12
0.5
10
0.4
8
0.3
6
0.2
4
0.1
2
0
0
1
0
2
0
3
0
4
0
5
0
6
0
7
0
8
Cement Block 937274 ea
0
9
0
10
0
11
Cemment 250 ton
0
12
0
13
0
14
0
15
0
1.9 Supplier
information
No
Material
Source
Specifications
Brand name
Country Origin
PHUOC AN CONSTRUCTION AND
SERVICE TRADING CO., LTD
BIKEN VIETNAM COMPANY LIMITED
390x190x190;
390x190x150;
390x190x100
BIKEN, PHUOC AN,
GREEN BLOCK
VIET NAM
COMPANY LIMITED HUONG LY
PCB30
HOANG LONG,
VICEM
VIET NAM
3 STEEL
TRUONG PHAT
D8, D10, D16
HOA PHAT,
VINA AU STEEL
VIET NAM
4 SAND
COMPANY LIMITED HUONG LY
RED RIVER
VIET NAM
1 CEMENT BLOCK
2 CEMMENT
1.5 Schedule for beginning stage
4.9
Team 1: Trench+Trench Plastering = 8 labour
Team 2: Water block = 5 labour
Team 3: Cement Block = 15 labour
Team 4: Cement Block = 15 labour
4.4
4.3
Mock-Up Schedule
1 Manager man
15
10
5
0
12
6
12
6
1
12
6
2
12
6
3
12
6
4
12
6
5
2 Block worker
12
6
6
12
6
7
6
8
6
9
10
9
11
9
12
Time line
Mock-Up Schedule
Working process
1.
-
Shop drawing
-
Testing of Input
materials
7.
ACCEPTANCE
2. PREPARING:
3. APPROVAL
4.
- Manpower
- Shop drawing
CONSTRUCTION
- Machines
- Materials
- Input materials
6.
CURING WORK
5.
CLEAN
CONTENTS
1. Outline
2. Method of Work
3. Quality Plan
4. HSE Plan
2.1 Working process
2.2 Construction methods detail
2.1 Working process
2.2 Construction methods detail
No
Description
1
Master plan
2
Mobilization materials, equipment
3
Trench work
4
Cement Brick Work
5
Block Work
6
Plastering
7
CRC partition
2.2.1 Master Plan
Floor B2 basement plan
material transfer
path
Kato
Kato
Sand
Machine
Cement
Block
water connection
Cemment
Machine
way
Cement
Block
Cement
Block
2.2.1 Master Plan
Floor B1 basement plan
Working platform
Working
platform
Safety nets
Cement
Block
water
line
Machine
Machine way
Cemment
Cement
Block
Sand
Safety nets
Cement
Block
Safety nets
Safety nets
Safety nets
2.2.1 Master Plan
Construction area 4.9+4.4+4.3
2.2.2 Mobilization materials, equipment
Prepare material
-
Tiles must be of specified strength, size, and specifications.
-
Tiles must be clean and have the necessary moisture
-
Cement mortar must ensure the specified grade (graduation).
Brick
Sand
Site Clean
-
The surface should be cleaned before laying the first course of blocks
Clean water is stored in drums
Under the grout mixing chute, it is necessary to spread canvas to avoid the mortar sticking to the floor.
Tidy masonry brick with brick edge 1.5m-2m
Cement
2.2.2 Mobilization materials, equipment
Basement wall construction Diagram
Move materials to B2 floor by
Forklift and Wheelbarrow
Construction Brick work for
Basement wall B2
Move materials to up B1 floor
by Kato machine and Forklift
Construction Brick work for
Basement wall B1
Materials Area:
Cement; Cement
Block; Sand,…
2.2.2 Method for moving material
Moving material from B2F to B1F by using mobile crane & working platform
Step 1: Install Working Platform
Working platform
2.2.2 Method for moving material
Moving material from B2F to B1F by using mobile crane & working platform
1F
Step 2: Use mobile crane to lift material from B2F to B1F
Working platform
B1F
B2F
1F
Working platform
B1F
MOBILE CRANE KATO 25TON
B2F
2.2.2 Method for moving material
Move materials from gathering Material to
workplace by folklift
Brick
Sand
Cement
2.2.3 Trench work
Step 1: Chemical anchor comply with
the structure drawing
Step 2: Install formwork for curb.
Step 3: Casting concrete for curb of
trench.
