construction plan 29.08. 14

DONG-YANG

VIETNAM FACTORY

PROPOSAL CONSTRUCTION PLANPROPOSAL CONSTRUCTION PLAN

28th August 2014

DONG YANG VIETNAM FACTORY

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5 MONTHS FAST TRACT METHOD

SEOGWOO CONSTRUCTION PROPOSAL

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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


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


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


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]

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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

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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%

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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


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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


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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.


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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


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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


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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


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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


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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


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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


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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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THANK YOU!!

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wWW.SEOGWOO.COM

Let us know your needs and we do the Best!

construction plan 29.08. 14

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