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DONG-YANG
VIETNAM FACTORY
PROPOSAL CONSTRUCTION PLANPROPOSAL CONSTRUCTION PLAN
28th August 2014
DONG YANG VIETNAM FACTORY
3DONG YANG VIETNAM
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5 MONTHS FAST TRACT METHOD
SEOGWOO CONSTRUCTION PROPOSAL
4DONG YANG VIETNAM
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Our History
1994 Established with the name of DONGBANG Construction Co.,Ltd.
1995 Separated to SEOGWOO Engineering & Construction Co.,Ltd
Address: 102 Chungwoo Bldg, 584 Samsung-dong, Kangnam-ku, Seoul,
of Korea
Tel: 82-2-344 1904 Fax: 82-2-3443 5313
Email: [email protected]
homepage : http://www.seogwoo.com
1999 Established Representative Office in Hanoi, Vietnam
Address: Suite 405, 4th Fl., 133 Thai ha Str., hanoi, vietnam
Tel.: 84-4-537 0378 Fax: 84-4-537 1434
Email: [email protected]
2000 Established Branch Office in Kuala Lumpur, Malaysia
Address: No. 65-2, Jalan Thambypillai, Brickfields, 50740, Kuala Lumpur, Malaysia
Tel: 603-2260 4226 Fax: 603-2260 5226
2001 Established Branch Office in Dubai, UAE
Address: Plot B-21, Od metha, PO Box 31548, Dubai, UAE
Tel: 97-14-324 0482 Fax: 97-14-324 2234
2002 Established 100% Foreign owned
capital Company in Vietnam SEOGWOO Construction Co.,Ltd.
Address: 10th Fl., 14 Langha Str., Badinh, Hanoi, Vietnam
Tel: 84-4-3772 3860~1 Fax: 84-4-3772 3862
Email: [email protected]
homepage: http://www.seogwoo.com
2004 Established Branch in Hochiminh city, Vietnam
Address: G1, 29 huynh van Banh Str., ward 17, Phu nhuan Dist. Hochiminh City
2005 Established YS Architects & Engineering Co., Ltd. (Vietnam)
Address: 10th Fl., 14 Lang ha Str., Badinh, Hanoi, Vietnam
Tel: 84-4-3772 4213 Fax: 84-4-3772 4214
Email: [email protected]
homepage: http://www.seogwoo.com
2012 Established Branch in Yangon city, Myanmar
Address: No.483, 9th Fl., Aye Yeik Thar Condo, Aye Yeik Thar (2) St., New University Avenue, Bahan Township, Yangon
Tel: +95.942118 1343, 942118 1344 / +95.9 43196553
E-mail: [email protected] / [email protected]
5DONG YANG VIETNAM
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VI. Safety & Environment management plan
IV. Construction Method Statement
III. Temporary work plan
II. Master plan
I. Construction overview
CONTENTS
V. Quality Control plan
VII. The List of Import Materials
6DONG YANG VIETNAM
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I. Construction overview
Name of Project DONG-YANG VIETNAM FACTORY
Site location TRANG DUE IZ, AN DUONG DIS., HAI PHONG CITY., VIET NAM
Project owner DONG-YANG E&P VIETNAM
Construction duration
5 months
Summary
Site Area 67,000 ㎡Building Area 15,200 ㎡
Gross Floor Area
24,200.2 ㎡
Main Materials Factory Steel Structure; Roof, External, Internal wall Glass wool panel; Epoxy Floor, …
Others Bike Shed, Fly-over Bridge, Electric House, Pump room
1. Introduction
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I. Construction overview2. Site Location
95,5km
TRANG DUE
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3. Organization ChartI. Construction overview
CIVIL WORK
TEAM
CIVIL WORK
TEAM
CONCRETE WORK
TEAM
CONCRETE WORK
TEAM
STEEL WORK
TEAM
STEEL WORK
TEAM
FINISH WORK
TEAM
FINISH WORK
TEAM
M&E
TEAM
M&E
TEAM
Project Manager
Site Manager
Administrative , Contract
Control Section
Quantity Surveyor
Section
Equipment &
Material Section
Construction Group 1
Main Work .
Construction Group 2
Civil Work, Fence & Other Work
Quality Control
Section
Safety
Section
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II. Master plan1. Manpower and Machine Mobilization Plan
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II. Master plan2. Master Schedule
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
1-7 8-14 15-21 22-30 1-7 8-14 15-21 22-30 1-7 8-14 15-21 22-30 1-7 8-14 15-21 22-30 1-7 8-14 15-21 22-307 7 7 9 7 7 7 9 7 7 7 9 7 7 7 9 7 7 7 9
A0 07 days 0.36% 713,039,620
A1 145 days 60.34%
1 20 days 1.76% 1,231,762,000 1,231,762,000 1,231,762,000
2 17 days 1.45% 1,192,951,324 1,192,951,324 1,533,794,559
3 120 days 7.05% 821,345,642 1,056,015,825 821,345,642 821,345,642 821,345,642 1,056,015,825 821,345,642 821,345,642 821,345,642 1,056,015,825
4 45 days 0.60% 239,846,951 186,547,628 186,547,628 186,547,628 239,846,951
5 60 days 1.82% 545,466,466 424,251,696 424,251,696 424,251,696 545,466,466 424,251,696 424,251,696 424,251,696
6 100 days 34.43% 4,812,839,264 4,812,839,264 4,812,839,264 6,187,936,196 4,812,839,264 4,812,839,264 4,812,839,264 6,187,936,196 4,812,839,264 4,812,839,264 4,812,839,264 6,187,936,196 4,812,839,264
7 25 days 0.19% 104,901,832 104,901,832 104,901,832
8 70 days 3.29% 657,031,820 657,031,820 844,755,197 657,031,820 657,031,820 657,031,820 844,755,197 657,031,820 657,031,820 657,031,820 844,755,197 657,031,820
9 40 days 4.31% 1,505,372,970 1,505,372,970 1,935,479,533 1,505,372,970 1,505,372,970 1,505,372,970
10 45 days 3.04% 943,685,345 943,685,345 1,213,309,729 943,685,345 943,685,345 943,685,345
11 45 days 0.94% 292,897,938 292,897,938 376,583,063 292,897,938 292,897,938 292,897,938
12 45 days 1.09% 337,978,208 337,978,208 434,543,410 337,978,208 337,978,208 337,978,208
13 44 days 0.37% 117,390,026 117,390,026 150,930,034 117,390,026 117,390,026 117,390,026
A1 135 days 7.26%
1 14 days 0.47% 470,730,000 470,730,000
2 20 days 0.15% 105,431,930 135,555,338 105,431,930
3 75 days 0.93% 222,670,328 173,188,033 173,188,033 173,188,033 222,670,328 173,188,033 173,188,033 173,188,033 222,670,328 173,188,033 173,188,033
4 45 days 0.03% 8,965,699 8,965,699 8,965,699 11,527,328 8,965,699 8,965,699
5 95 days 2.24% 328,911,134 328,911,134 328,911,134 422,885,744 328,911,134 328,911,134 328,911,134 422,885,744 328,911,134 328,911,134 328,911,134 422,885,744 328,911,134 328,911,134 328,911,134 422,885,744
6 14 days 1.66% 2,126,144,433 1,653,667,892
7 30 days 0.01% 2,646,000 3,402,000 2,646,000 2,646,000
8 30 days 0.01% 6,440,781 8,281,004 6,440,781 6,440,781
9 30 days 0.03% 12,978,933 16,687,200 12,978,933 12,978,933
10 25 days 1.74% 1,249,526,628 971,854,044 971,854,044
A3 40 days 0.22%
1 40 days 0.22% 100,927,806 78,499,405 78,499,405 78,499,405 100,927,806 78,499,405 78,499,405
A4 100 days 1.06%
1 60 days 0.85% 254,501,891 197,945,915 197,945,915 197,945,915 254,501,891 197,945,915 197,945,915 197,945,915 254,501,891
2 30 days 0.21% 99,753,769 99,753,769 99,753,769 128,254,846 99,753,769 99,753,769 99,753,769 128,254,846
A5 21 days 0.03% 18,533,333 18,533,333 18,533,333
A6 115 days 25.11%
1 115 days 8.97% 1,089,925,623 1,401,332,943 1,089,925,623 1,089,925,623 1,089,925,623 1,401,332,943 1,089,925,623 1,089,925,623 1,089,925,623 1,401,332,943 1,089,925,623 1,089,925,623 1,089,925,623 1,401,332,943 1,089,925,623 1,089,925,623 1,089,925,623
2 70 days 16.15% 3,224,766,120 4,146,127,869 3,224,766,120 3,224,766,120 3,224,766,120 4,146,127,869 3,224,766,120 3,224,766,120 3,224,766,120
A7 125 days 5.62%
1 125 days 5.62% 628,011,253 628,011,253 807,443,040 628,011,253 628,011,253 628,011,253 807,443,040 628,011,253 628,011,253 628,011,253 807,443,040 628,011,253 628,011,253 628,011,253 807,443,040 628,011,253 628,011,253 628,011,253
A8 03 days
A9 03 days
3.55% 4.34% 5.35% 6.02% 4.09% 4.36% 4.36% 5.78% 4.55% 4.55% 6.16% 8.20% 5.82% 5.02% 4.90% 7.92% 5.95% 4.80% 4.30% 0.00%
3.55% 7.89% 13.24% 19.26% 23.34% 27.70% 32.06% 37.84% 42.39% 46.94% 53.10% 61.30% 67.12% 72.14% 77.04% 84.95% 90.91% 95.70% 100.00% 100.00%
5th MONTH
ROAD WORKS
CIVIL WORKS
LUMP SUM
GENERAL MECHANICAL WORKS
MECHANICAL WORK
SUB-STATION WORKS
GENERAL ELECTRICAL WORKS
ELECTRIC WORK
SITE CLEANING
LANDSCAPE
WATER DRAINAGE SYSTEM
WATER TANK, SEPTIC TANK
TILE & STONE WORKS
PAINTING WORKS
SUB-BUILDINGS AND BRIDGE
PILING WORKS
EARTH WORKS
REINFORCE CONCRETE
MASONRY WORKS & PLASTERING WORKS
MISC OTHERS
DOORS & WINDOW
MISC OTHERS
PAINTING WORKS
SCHEDULED WEEKLY ACCOMPLISHMENT
ACCUMULATED SCHEDULED WEEKLY ACCOMPLISHMENT
HAND OVER
Activities / Description Duration
4th MONTHItemNo.
1st MONTH 2nd MONTH 3rd MONTH
STEEL STRUCTURAL WORKS
MOBILIZATION & TEMPORARY WORKS
MAIN FACTORY
REINFORCE CONCRETE
MASONRY WORKS & PLASTERING WORKS
PILING WORKS
EARTH WORKS
INTERIOR FINISHING WORKS
STEEL STRUCTURAL WORKS
PANEL ROOF&WALL WORKS
TILE & STONE WORKS
%
EXTERIAL AND INTERNAL WALL PANEL WORKS
DOORS & WINDOW
PANEL ROOF WORKS
WATER PROOFING WORKS
3.55%7.89%
13.24%
19.26%
23.34%
27.70%
32.06%
37.84%
42.39% 46.94%
53.10%61.30%
67.12%
72.14%
77.04%
84.95%90.91%
95.70%100.00%
11DONG YANG VIETNAM
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III. Temporary work plan1. Temporary work plan
Water supply
Electric Panel
Car Washing
Temporary EGI Fence
300
Road Width
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III. Temporary work plan2. Detail Temporary Fence
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III. Temporary work plan3. Detail Car washing
Before leaving the Construction site, trucks shall be cleaned using water hoses to remove soils and mud.
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IV. Construction Method Statement plan1. Piling work plan
Zoning Plan
Machine A Machine B
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1. Piling work plan
Pile Module PHTC D400
Concrete Grade M 250
Length 26 M/hole
Average Capacity 30 holes/day/machine
Total Quantity 343 holes
Piling Schedule
IV. Construction Method Statement plan
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1. Piling work plan
The specifications of piling machine ZYJ 320: ROBOT TYPE
Description factor
Main hydraulic pressure
during independent
operation
Maximum piling pressure ( 23.48 Mpa) 320 T
Maximum piling speed (Pressure< 17
Mpa) 4,1 (m/minute)
Minimum piling speed (Pressure = 23,7
Mpa) 1,6 (m/minute)
Pressure of main pump and
secondary pump when
working together
Maximum piling pressure ( 23.7 Mpa) 320T
Maximum piling speed(pressure< 17
Mpa) 0.94 (m/minute)
Minimum speed ( Pressure = 23,7 Mpa) 0,71 (m/minute)
Limited piling range 1,3 (m)
Robot Type
Piling work & Quality Management Plan
IV. Construction Method Statement plan
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Pile head leveling
Steel frame installation
Counter weight installation
Hydraulic jack installation
Dial gauge installation
Transfer to next pile
Testing Machine Installation
LOADING TEST
First
0~100% (9 hours)
Main beam installation
Loading test start
100~0% (1.5 hours)
100~200% (15 hours)
200~0% (2.5 hours)
0~100% (2 hours)
Second
Piling loading test procedure
1. Piling Work PlanIV. Construction Method Statement plan
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Piling work sequence (Robot type)
1. Piling Work Plan
1. Install frame, hydraulic pressing machine and
concrete block for counterweight.
2. Setting of bottom pile and check verticality
3. Pressing of bottom pile
4. Setting of top pile and check verticality
5. Welding of connection with steel plate 6. Pressing of top pile
IV. Construction Method Statement plan
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2. Reinforced Concrete work
Earth work
Rebar work
Lean Concrete
Formwork
Concrete work
- After setting out, excavation works will be carried out by qualified workers with precautions
to avoid accident or near miss during the execution of the works.
- All excavated materials that are not necessary will be disposed out from the construction site
- Determine exactly location of foundation, placing lean concrete grade make leveling under footing.
-Filling soil, leveling and compact by roller for each layer 200 mm thick. At narrow areas use roller to compact
-Carry out lean concrete as per design. Do other work above the lean concrete as plan
- Re-bars to be used must be of standard size and in accordance with the design and specifications.
- Rebar fabrication is required with high precision level. To meet this requirement, we use cutting and bar
- bending machines located at workshop and other machines at site.
-Re-bars will be fabricated at site. From positioned axis, check and adjust, install re-bar for columns
-Request for inspection prior to cast concrete.
-Set up centerline and location of columns. Use module steel form combined with timber
-Formwork is put at column base, when installation, adjust and first fix formwork at column base.
- Determine vertical direction of column by plumb, in combination with theodolite transfer center line from
bottom upwards to check. Fix column formwork by timber or steel bracing.
-Setting out of center lines. Install formworks as per approved drawing.
-Install rebar as per design and specification, check sizes, spacing, anchorage length and lap splices
-Request for inspection prior to cast concrete. Casting concrete if the inspection has satisfactory met the design and specs.
-Top surface of the concrete must be finished in accordance with the approved construction drawings.
IV. Construction Method Statement plan
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■ Fabrication, transportation and Erection Plan
3. Steel structure workIV. Construction Method Statement plan
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4. Steel inspection plan
① Unloading & Stock
② Cutting
③ Fitting & Tack Welding
④ Welding
⑤ Grinding
⑥ Drilling/2nd Welding
⑦ Painting & Labeling
⑧ Final Inspection
Check the thickness and steel Size (specified in the approved plans and specifications and material specifications Check equality,Check mill Certificate
Considering the cutting room cutting and welding shrinkage, check whether Check cutting steel
OK back side of the assembly member, the length and the height and dimensional inspection, the dimensions of each member Gajeop status, check the squareness of parts
Check welding materrials Check welders Weld inspection is a visual inspection and closing conditions including the size
And the pitch of the standard drilling, processing status check
The dimensions of the steel-making about the degree of verification and inspection of the product finish By checking the finished product the finished product inspection standards
Check seals and Labeling Products
Check Labeling, Packaging Compliance Check Packing List and product shipments to cross-check just before
■ Q.C. The inspector or inspectors of the Local Client side Q.C. Institute
Inspection Standards and Specifications
Marking Inspection Cutting tests
Mounting assembly inspection
Weld Inspection
Drilling tests
Finished product inspection (dimensional inspection)
Product Seal Inspection
Final Inspection Inspection records
management
IV. Construction Method Statement plan
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V. Quality Control Plan1. Quality Control & Objective
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1. Regular Quality Check ∙ Obtain designed quality by progress regular quality check
2. Line Stop System ∙ Quality checking by milestone, Continue the work after resolving problem
3. Q.C.P Team ∙ Checking and consorting by Q.C.P (Quality Control Part) Team
4. Check List ∙ Making quality check list step by step
5. Evaluation& Sub contractor
∙ Improve work ability by evaluation of Sub contractor
V. Quality Control Plan1. Quality Control & Focus
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V. Quality Control Plan1. Quality Control/ Work Breakdown System
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V. Quality Control Plan1. Quality Control/ Work Breakdown System
Procurement PlanProcurement Plan
- Specifications and quantities to be purchased- Purchase specifications including inspection standard, packaging method, delivery and handling directions
Purchasing Item List
Purchasing Item List
- Time material needed at the site. - Time ordered and manufacturing time needed. - Time for the preparation of the contract.- Time needed for installation and inspection of material.
PurchasingSchedule and Delivery Date
PurchasingSchedule and Delivery Date
- Qualification criteria- Terms and conditions - Purchasing procedures - Purchasing conditions : cash or Local L/C- Delivery conditions : delivery to site, loading at factory, unloading at site
Qualifications of
Manufacturer /Supplier
Qualifications of
Manufacturer /Supplier
Price may be the primary determinant for an off-the-shelf item, but the lowest proposed price may not be the lowest cost if the seller proves unable to deliver the product in a timely manner.
Price may be the primary determinant for an off-the-shelf item, but the lowest proposed price may not be the lowest cost if the seller proves unable to deliver the product in a timely manner.
- Proposals are often separated into technical (approach) and commercial (price) sections with each evaluated separately.- Multiple sources may be required for critical product. The tools and the techniques described below may be used singly or in combination.- Select a single source who will be asked to sign a standard contract.- Rank order all proposals to establish a negotiating sequence.
On major procurement items, this process may be iterated. A short list of qualified sellers will be selected based on a preliminary proposal, and then a more detailed evaluation will be conducted based on a more detailed and comprehensive proposal.
Site Quality control Cycle Source selectionSource selection
Quality control Planning
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V. Quality Control Plan
Soil excavation Surveying Test
Structure foundation Steel Structure
2. Construction Factory & Office pictures
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Steel Structure Finishing slab ground Installation roof with EPS sandwich panel
Installation external panel wall Installation internal panel wall, ceiling Finishing
V. Quality Control Plan2. Construction Factory & Office pictures
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Fabrication steel fence Masonry wall brick fence
Installation steel fence Finishing fence
V. Quality Control Plan3. Construction Fence Picture
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Excavation road Construction Drainage System
V. Quality Control Plan4. Construction Road & Drainage System Picture
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ObjectiveObjective OrganizationOrganization
Objective
Safety management
Safety fist
Construction Safety Organization
Safety Education
Beginner Education
Worker Safety Education
Safety Inspection
Regular Inspection
Safety Working Environment
No Injury
Remove Risk Factors
Construction Safety Culture
Safety Management
Site total safety management system
Resume Control
Incident management system
No Injury project
1. Safety Plan
VI. Safety & Environment Management Plan
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▪ Improve the work method and work plan to meet the actual conditions by repeating the
Cycle of PLAN · DO · CHECK · IMPROVE
1. Safety Plan
VI. Safety & Environment Management Plan
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WORK
METHOD
(3) Coordination with related trades
and related contractors
Things the foremanshould do
-Secure your own safety during work
Wear a protective mask safety gogglesSafety shoes
Protective gloves
• Always wear the directed protective devices:
1. Safety Plan
VI. Safety & Environment Management Plan
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Be careful not to turn over
Whistle
Guide
Maintain a clearance of
2m or more…
Do not leave the operator’s seat while a load is suspended.Be careful when swinging a load to the side.Never try to life a load which is too big
Oh! It will turn
over !
1. Safety Plan
VI. Safety & Environment Management Plan
34DONG YANG E&P
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Protective sheath
SIGHT
CAUTION !!High Voltage
Line Overhead
Do not move an electrical appliance by pulling on the electrical cord
OK! Close
the switch
Check carefully
DANGER MEN WORKING
DANGERDO NOT ENTER
1. Safety Plan
VI. Safety & Environment Management Plan
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2. Emergency Communication Network
Construction Site Office
Head Office043.3787.7510
An Duong HospitalAn Duong, Hai Phong
031.3871.539
Fire Brigade114
Emergency Police113
An Duong Police Station
031.3871.670
Water Management Agency 031.3871.589
Power Management Agency031.2251.002
The Owner
Accident/Incident Emergency Case
VI. Safety & Environment Management Plan
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VII. The List of Import Materials
1 Conductive Tile HK Korea
2 Wall Panel ( Fluorine resin paint) Young Hwa Panel Korea
3 Wall Panel/ Color Sheet Young Hwa Panel Korea
4 Glass Wool 64K Young Hwa Panel Korea
5 SMC Ceiling 600x600 D-Steel Vina Korea Korea
6 SMC Ceiling 300x300 D-Steel Vina Korea Korea
7 Speed Deck Super Deck, Extra Deck Korea
8 Rolled Beam Posco/ Huyndai Steel Korea
9 UPVC Window, Door VAR Korea
1 Dehumidifiers (Built-in drain pump) 80 LIT/ DAY CENTURY
2 Dehumidifiers (Industrial) 253 LIT/D DAY CENTURY
3 Dehumidifiers (Industrial) 530 LIT / DAY CENTURY
4 Remote control panel • CENTURY
MECHANICAL
ARCHITECTURAL
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VIETNAM
THANK YOU!!
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