HANOI CITY RING ROAD NO.3 CONSTRUCTION PROJECT PACKAGE 2: TRUNG HOA — THANH XUAN SECTION (KM23+195 — KM 5+265)
107 Nguy Nhu Kon Tum — Nhan Chinh Ward — Thanh Xuan District — Hanoi đa SUMITOMO MITSUI CONSTRUCTION CO., LTD { | Ị BEF Tel:(84-4)3641 9893 Fax: (84-4) 3641 9892 NOTICE OF TRANSMITTAL
To: Mr Shuhei Morimoto ~The Engineer’s Representative
Oriental Consultants Co.,Ltd (OC) and Katahira & Engineers in association with TEDI, APECO, ITST and VECC
Cc: Mr Vu Xuan Hoa — General Director
Mr Pham Thanh Binh, Deputy General Director Date: July 05", 2011 : 1I HRB-P A Port RE DRE BE Action | Info *- ME QSET Project Management Unit Thang Long (PMU Thang Long) OF, (a Copy,
Subject: Mi Method Statement Report roval 4
L]Laboratory Data & Test Result [JMeasurement Sheet fi a
LiAction L]Acknowledgement L] Others
Purpose: [Informations MiFor approval (Comments
CFor inspection L]Action L]Acknowleđgment
Document/ - » | Copy
Drawing No Rev Title / C/U No Qty
AI Method statement for Service Road Cc Note:
- Refer to Technical Specification $1.14
*C: Controlled Copies; U: Uncontrolled Copies
APPROVED BY" SUBMITTED BY HRR- PACKAGE 2 13 -07- 201 ¬ me iB AGE TO AA SHLUHEI MORIMOTỎ KAZUMITSU TAHARA
The Engineer’s Representative OC, KEI; TEDI, APECO, ITST, VECC
Trang 4Nà
HANOI CITY RINGROAD NO.03 CONSTRUCTION PROJECT PACKAGE 2: TRUNG HOA - THANH XUAN SECTION CopyNo: METHOD STATEMENT FOR SERVICE ROAD (Document No : SMC-MS-SR- 1 AFC HRR- PACKAGE 2 13-07- 201 RE FRB Approved by: Submitted by: Đaie: Date: 2011
Mr SHUHE! MORIMOTO Mr KAZUMITSU TAHARA
The Engineer's Representative Authorized Representative
OC, KEI, TEDI, APECO, ITST, VECC SUMITOMO MITSUI CONSTRUCTION CO.,LTD
DATE REVISION PURPOSE ISSUED BY
Al Approval
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Ha Noi City Ring Road No.3 Construction Project Sumitomo Mitsui Construction Co.,LTD | Package 2: Trung Hoa — Thanh Xuan section Method statement for Service Road CONTENTS Page General 2 Quantity Construction Schedule Site Organization Chart Equipment and machine Description of materials Nn Oo MA BR WM = Construction Procedure 7.1 Working flow chart 7.2 Detail method statement 7.2.1, Preparation work 7.2.2 Unsuitable excavation 7.2.3, Embankment with borrow material, 50cm; 7.2.4 Base course, 30cm; ee Fe PR Rw ww wNY DD 7.2.5 Drainage system; 7.2.6, Cleaning work 8 Environmental control 9 Safety Control 9.1 Joint meeting 9.2 Instruction
9.3 Prevention of accidents AFC
9.4 Emergency Call out Procedure HRR- PACKAGE 2
9.4.1 Initiation 13 -07- 201
9.4.2 Second Stage
9.4.3 Third Stage | RE EKEAG =
Emergency response chart Appendix ©oMN agaananaaan a
Appendix—1 Hazard analysis
Appendix—2 Construction schedule 10
Appendix—3 Contemporary records 11
Appendix—4 Plan view & Typical of cross section 12
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Sumitomo Mitsui Construction Co.,LTD Ha Noi City Ring Road No.3 Construction Project
Method statement for Service road Package 2: Trung Hoa — Thanh Xuan section
1 General
This method statement describes the work procedure for construction of Service road along the construction site of Ha Noi city Ring Road No.3 - Package 2 This work shail be carried out in accordance with Technical Specification, Clause $1.14
This construction method will clarify and ascertain of above work 2 Quantity
Estimated quantity is only for reference as following The final quantity will be calculated at site by daily contemporary record No Item Unit Quantity Remark 1 Excavation m3 18,133.35 2 Embankment with black sand, 50cm m3 9,220.08 3 Base course, 30cm m3 5,229.25
3 Construction schedule (Please refer to appendix — 2) 4 Site Organization Chart
Senior Project Manager K Tahara Ỷ Deputy Project Manager K Shimoyama J ¥ : Ỷ Safety Officer Construction Manager Y Ikeda M Yamamoto | : | Ỳ Ỷ Ỷ Ỷ Planning Chief ˆ QA/QC Chief QS Chief Safe Engineer Phung D Hoanh Doan Xuan Hung Nguyen Cao Kien Ỷ Site Work Nguyen Van Chinh ——————————
Surveyor Team Site Engineer
Tran Van Huyen Pham Van Nam
Pham Van Anh Nguyen T Quyet
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Ha Noi City Ring Road No.3 Construction Project Sumitomo Mitsui Construction Co.,LTD Package 2: Trung Hoa — Thanh Xuan section Method statement for Service road X 5 Equipments and machines
No Name Unit | Quantity Description
1 Dump truck ~ | Nos | Requirement | Transporting material
2 Excavator Nos 2 Excavation work
3 Bulldozer Nos 2 Levelling material
4 Vibration Roller Nos 2 Compaction
5 Water truck Nos 4 Watering
6 Tamper ‘Nos 2 Compaction
7 Survey equipment Set co 1 Survey work
6 Description of material (Black sand & Base)
- Black sand material will be transported to the site during the time of excavation work
- Base material will be transported, stored at site and sprayed water to get good moisture content before construction ,
7, Construction Procedure 7.1 Working flow chart
Preparation work - Confirmation of plan view & typical cross section - Establish stake at site
- Mobilization of Equipment & manpower ¥
Excavation work - Checking of working area by tape & visual - Disposal unsuitable soil r
Trang 8Ha Noi City Ring Road No.3 Construction Project Sumitomo Mitsui Construction Co.,LTD Package 2:.Trung Hoa — Thanh Xuan section Method statement for Service road 7.2, Detail method statement
7.2.1 Preparation work
Clear up area for excavation and remove excess or any materials placed temporarily in the working area
Manpower, materials and equipments should be mobilized as following the schedule Proper lighting (during time of working at night shift) and safety facilities should be furnished in the working area
Survey line marking and layout for construction road shall be established
7.2,2 Excavation work :
This work shall be constructed from 2 lines: Line 1: Le Van Luong — Nguyen Trai Line 2: Le Van Luong — Big C
(Please refer to Appendix 4: Plan view & Typical Cross section) Proceeding the survey and setting out for the construction limit
Grass and unsuitable material will be cleared by using excavators and bulldozers, and removed material will be disposed from out of construction area by using the Dump trucks with cover
7.2.3 Embankment work (Black sand, 50cm)
This work shall be carried out the same time of Excavation work
Before construction, the mark sticks shall be staked for control the leveling elevation The material will be delivered by dump trucks and checked by visual during construction
After that, the material shall be leveled by using the bulldozers and workers
The compaction work will be done by using the vibration roller and watering (if necessary) to get the good moisture content
Thickness of embankment is 50 cm as layer 7.2.4, Base course, 30cm
Before construction, the mark sticks shall be staked for control the leveling elevation The material will be delivered -by dump trucks and checked by visual during construction And the material shail be stored at site, sprayed water to get good moisture content
After that, the material shall be leveled by using the bulldozers and workers
Trang 9Ha Noi City Ring Road No.3 Construction Project Sumitomo Mitsui Construction Co.,LTD Package 2: Trung Hoa.— Thanh Xuan section Method statement for Service road Close to the manhole of crossing pipe, manhole of earth ditches will be made to collect the water from the earth ditches Therefore, those collected water pumped to the crossing pipe’s manhole for permanent sewerage
7.2.6 Cleaning work
Arrangement sign man, safety cone at location of entrance for control public traffic Dispose ail the debris and other materials
Cleaning the site after finishing work, specially cleaning the entrance 8 Environmental control!
The SMCC should have responsibility for surrounding environment during the construction time with complying the Condition of Contract and Vietnam’s National Law on Protection of Environment and other relevant legislation such as: Government Decree No.175/CP, Government Decree on providing Guidance for the Implementation of the Law on Environmental Protection, 1994
9 Safety control
Safety Control Plan shall be refferred to SMCC Safety method statement and shail be part of this method statement (submitted particular)
Prior to starting of construction of Service road, the following paticular matters are to be through to all members working in the construction site in order to complete the work efficiently without any accident or casualty
9.1 Joint meeting
Prior to starting of construction of Service road, a joint meeting with relevant staffs has to be held for the purpose of general explanation on whole contents of works as well as mutual implementation of efficient work
9.2 Instruction
For new coming staffs during the work, the same instruction is to be made as it has been explained and discussed in the above joint meeting
9.3 Prevention of accidents To prevent injury for third party:
The safety board and safety cone will be installed the entrance of the working area and signal man arrange during transportation of equipment and material to the site
To prevented accident during working time Check worker's PPE before start work Check license of operator and equipment Install safety facilities at working area
9.4, Emergency Call out Procedure 9.4.1 Initiation
Site with staff working on night works, shall initiate the Emergency Call out Procedure (As refer to in the Emergency response chart)
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Ha Noi City Ring Road No.3 Construction Project Sumitomo Mitsui Construction Co.,LTD Package 2: Trung Hoa ~ Thanh Xuan section Method statement for Service road The Site Engineer and Safety Officer (2nd Stage) will be called, and if they cannot be contacted, their level will be skipped and the 3rd Stage will be alerted In addition, the initiator will take prompt action to mitigate the situation When he is released he will report on:
The situation in general in compliance with the trigger definition The number of people killed / injured / involved
Action taken by responsible site supervisory personnel Other vital information in brief
The Site Engineer will also report the matter to the Site Manager/Construction Manager and contact the duty telephone on the situation
9.4.2 Second Stage
Safety Officer, upon receiving information will check the completeness and assess the situation If necessary, he will travel to the Site to check himself Upon verification of all information involved, he will initiate the Third Stage (3rd Stage) with given telephone number(s)
9.4.3 Third Stage
Trang 11Ha Noi City Ring Road No.3 Construction Project Package 2: Trung Hoa —- Thanh Xuan section
EMERGENCY RESPONSE CHART Utility Company Electricity :(04) 2200898 Waiter: (04) 8293179 Drainage: (04) 7474748 Telephone: 119 (hotline) Emergency Call No Police: 113 Fire: 114 Ambulance: 115 Hospital 198 Hospital:
Add: 9 Tran Binh St, Cau Giay District, Hanoi
Tell: (043) 768.3113 Viet Duc Hospital:
Add: 40Trang Thi St, Hoan Kiem District, Hanoi Tell: (04) 828.9267 » Call (In case of Utmost urgency) Project Manager | Construction Manager Instruc a Report
Trang 12Ha Noi City Ring Road No.3 Construction Project Sumitomo Mitsui Construction Co.,LTD Package 2: Trung Hoa — Thanh Xuan section Method statement for Service road
APPENDIX
Trang 13Ha Noi City Ring Road No.3 Construction Project Sumitomo Mitsui Construction Co.,LTD Package 2: Trung Hoa — Thanh Xuan section Method statement for Service road
Appendix 1:
Trang 16Ring Road 3- Package 2 Monthly Schedule Work Items Mobilization of Equipment and worker Labor accomodation
Qaclusting 1 turning area} work (arrange safety foiites, ) excavation
wth black sand, 50cm course, 20cm
Finishing work, remove safety facies and clean the site {inctuding 01 turing areal
1 work (arrange safety facies ) 3 excavation
3 ‘with black sand, 80em 4) [Base course, 30em
3) work, remove safety faclities and clean the site (ncluding 04 turing area)
1) work (amrange safety facies ) 2 ‘excavation
3Ị with black sand, 20cm 4} [Bane course, 30em
51 ‘work, remove salety faglfies and clean the si IP101-Pˆ2051ineruding 0% turảng area}
H work (arrange safety facies.) 2) excavation
3) ‘with black sand, Sem 4} [Base course, 30cm
9 ‘work, remove salaty faciities and elean tha sits P108-PtUs (including 01 turing area)
9 Wark (arrange safety faites.) 2 excavation
3 with black sand, Sdem 4) [Base course, S0em
3 work, remove safety faites and clean the eta P109-P912 (including 01 turing area)
9 work farrange safely facie 2 excavation 3 wih black sand, Soom @) [Base course, Soom
3 ‘work, remove salety facing and clean te sta 116-422 (including 01 turing area)
1 work (arrange safety fuclties,.) 2 ‘excavation
3 with black sand, Soom 4] [Base course, Som
s work, remove safety facies and clean the ste IP125-P122 (inchading 00 turing area)
0 work (arrange eafety faces ) 2 excavation
3 wth Black and, S0em 4) [Base course, Sem
9 work, remove saelyfeities and clean the ste (Greluding 01 turing area}
9 work (errange sally facies ) 2 excavation 3 wih black sand, Soom course, Soom ‘werk, remove Safty facities and clean the site 4 3 work Delzy(+] SuanNty| oays | Ret Company] Unit » Page wt aration Equipments and Labour
No Name Unit Quantity Description Remark
1 Dump truck Nos Requirement Transporting material
2 Excavator Nos 2 Excavation work Fr Cc
3 Bulldozer Nos 2 Levelling material H R R ~ P A Cc K A G E 2
4 Roller Nos 2 Compaction 1 SỈ <
= > -07- 2011
5 Water truck Nos 4 Watering
6 Tamper ° Nos 2 Compaction BE._ 1x42ŸZƑ— 3 Ả TE
7 | Survey equipment Set 1 Survey work
8 Labour Person Requirement Foreman & workers
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KS
Trang 18BAN QUAN LY DU AN THANG LONG - PROJECT MANAGEMENT UNIT THANG LONG
Project (tên dy an’ Hanoi 3rd Ring road construction Project (DA Package (tên gói thầu): Package 2 ~ Trung Hoa - Thanh Xuan XD đường vành đai 3 Hà Nội) section (Gói thầu 2 ~ Đoạn Trung Hoa -
Thanh Xuan)
Consuliants (TV): OC, TEDI, APECO, RITST Coniractor (NT): SMCC
CONTEMPORARY RECORDS
(Biên bản ghi chép hiện trường)
Date (d/n/y - ngày, tháng năm): Work Item (Hang muc): Name of the Part (Tên bệ phận): Base on (căn cứ vào):
WarR H96 (Công việc được thực hiện)
1.No Deseription Quantity Demension/Speccification Time (Thời gian)
Trang 19BẠN QUẦN LÝ DU AN THANG LONG - PROJECT MANAGEMENT UNIT THANG LONG
Project (tên dự án) Hanoi 3rd Ring road Package (tên gói thầu): Package 2 — Trung Hoa - construction Project Thanh Xuan section (Gói thầu (ĐA XD đường vành 2¬ Đoạn Trung Hoa - Thanh
đai 3 Hà Nội) Xuan))
Consultants (TV): OC, TEDI, APECO, RITST Contractor (NT): SMCC CONTEMPORARY RECORDS FOR STAFF AND MANPOWER Date: Place: At site Work Item: New office STAFF AND MANPOWER
Actual working time
No Name Position Work item description - Remark From To Total 0 T Remark: Acceptance: , ~ , _ Cc 'KAG
THE GONTRAGTOR THESUBCONTRACTOR 201
Trang 20BAN QUAN LY DU AN THANG LONG - PROJECT MANAGEMENT UNIT THANG LONG
Project (tén dy an’Hanoi 3rd Ring road construction Project (DA Package (tên gói thầu):
XD đường vành đai 3 Hà Nội) Package 2 ~ Trung Hoa - Thanh Xuan section (Gói thầu 2 - Đoạn Trung Hoa - Thanh Xuan))
Consultants (TV): OC, TEDI, APECO, RITST Contractor (NT): SMCC
(Biên bản ghi chép hiện trường)
Date (d/n⁄+y - ngày tháng năm): Work Item (Hang muc):
Name of the Part (Tén bé phan): Base on (cần cứ vào):
Equipment (Thiét bị)
E.No Type of Equipment Attachment Cnn Nà woes! Hour (so gia)
TT (Loại thiết bị) (Thiết bị đikèm) — CAPAG (Shin (Hời Used (C.suét) liu) Htvh = gian) (chạy) (chờ) Idle
Material (Vật liệu)
Quantity Unit Description Source Remark (Khối lượng) (đơn vị) (Mô tả) (nguồn) (ghỉ chú) Remark: CShận xét) — Acceptance: A (Nghiém thu) <
THE CONTRACTOR THE SUBCONTRACTOR
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BIG ¢ SUPER MARKET (SIEU THIBIGC)
START POINT OF PK2-STATION: KM23+195, (E 504318,726; N 2323767430) 2< ti Bo EXISTING MANHOLE 1.B58M (EXCAVATION) s bes a a a › a] ge 6 z q > | FO 2 Si <2 3 os Os > S 4 CORK <I S3 SP ` 4 ` 3) \ Fence of CIENCO4 ‘Hang rao cla CIENCO 4 He CENTER LINE OF RAILWAY Em SECTIDN 3/P91 - P88, CONS’ RUCT fo DIRECTION AFC 13 -07- 2011 RR- PACKAGE 2 or @ 4 @ & ® l@ lu | l@ @ Traffic island
National conference center “Trung tâm hội nghị quốc gia
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CROSSING PILE NO.4 ‘The culture center of Thanh Xuan District
‘Trung tm van ho& quan Thanh Xuan LE VAN LUONG STREET EXISTING MANHOLE
H=1.73M (EXGAVATI ΠION) department
Trang 25CONSTRUCTION VAN LUONG - BIG! LINE 2 ~ “ CENTER LINE OF RAILWAY AFC HRR- PACKAGE 2 + + RE.Z NZ i Pedestrian tunnel 3 a Fad 5| a Z| 5 ỗ LINE OF RAILWAY
CROSSING PILE No.G
Trang 26PILE NOT CROSSING PILE No.8 EXISTING MANHOLE (EXCAVATION)
Trang 28TYPICAL CROSS SECTION (TYPE 1) EXISTING MEDIA (induding 01 turing area) ẹ GANTRY CRANE A& Lit
BASE COURSE 300M BASE COURSE 300M
[sack sano soc ee lack sann non] BB BY a ke OG - cance |04| lu| 14 | 45 | | 45 1 + loa 125 125 GANTRY CRANE TYPICAL CROSS SECTION (TYPE 2) Bin - URB
BASE COURSE 300M BASE COURSE 300M 1
BLACK SAND 500M PXISTING GROUND BLACK SAND 50
Earth dich eat H 12 ! 48 | | 14 125 425 QUANTITY TABLE OF ACCESS ROAD Volume(m3) canoe 5 Length Working line toration (m) Excavation] Black sand} Base course) Removeal of Remark (m3) {m3) {m3} existing curb (m)
: ơ v.đ asm | aos | oma am TYPICAL CROSS SECTION (TYPE 3)
# ig On tuning area, {OF TURNING AREA)
3 n Pep-tel 202.50 2165.87 | 1099.28 623.12 €
= {including 01 turing area) " BARS
2 P91-P86 EXISTING MEDIAN BASE COURSE 20CM _