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Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

Riviera Point Project

METHOD STATEMENT
FOR
SCREEDING WORK

Relevant part reviewedby

Checked by

Prepared by
QC/QA

Safety.

Construction.

Engineering.

JY Lee

H Thu

A Duc

OJ Cho

YC An

Date

Description

Dept.

Approved (by)
Rev

Ssangyong

ICIC

KLV Safety

RPLLC

A

11-Jul-2013

Issue for Acceptance

SC Park

M.Tan

Bernarrd

CM Leong

B

01-Oct-2013

Issue for Acceptance

SC Park

M.Tan

Bernarrd

CM Leong

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.


Document Reference and Revision:

Comment of MS for Screeding Work_RevA

Submission Description:

Comment of MS for Screeding Work_RevB

Doc
Rev

Comment
No.

Reviewer’s Name
and Company

Comments

Submission Date:

15 Jul 2013
26 Sep 2013

Contractor’s Reply (and name)

1

Duc, RPLLC

No more comment.

2

Vuong, RPLLC

No more comment

3

Bernarrd/Khoe,
RPLLC

Page 21& 22: Safety plan is not written correctly, please
correct it and compile the content in the RA & JSA.

The contents are reflected on RA and it is deleted.

4

Bernarrd/Khoe,
RPLLC

Page 57~59, please provide RA conducted with team
member name & provide fully information & comply with RA
process chart.

The RA process is complied as the process chart and the
person in charge has been indicated each team leader
because the position of the personnel is quite changeable yet.

5

Bernarrd/Khoe,
RPLLC

Please update JSA according to the RA updated specifically
(page 60&61).

It has been updated.

6

Bernarrd/Khoe,
RPLLC

PPE for this scope of work is not consistency between
Resources (page 6) & safety plan (page 21&22), please
provide specific PPE relevant with work sequence.

It has been specified as you pointed out.

A

7

Tan,ICIC

8

Tan,ICIC

Project: Riviera Point Project
Document No: RP_MOS -SW _SSY_ 01
Date: 31 Jul 2013
Produced by: Leong

Page 11/88:
 Please quote where our specification allows compressive
strength of mortar is minimum 7.5 N/mm2 as strength of
mixture 1:4 (cement : sand) is higher than?
 This page indicated mixing ratio of cement and sand was
1:4, but page 17/88 was 1:3 so which one is correct?

Page 14/88: please see comment on attached below.

 The compressive strength of mortar is minimum 7.5
N/mm2 as strength of mixture 1:4 (cement : sand) follow
the contract specification.
 Mixing ratio of cement and sand was 1:4 is correct.

It has been deleted.


9

Tan,ICIC

Page 16/88: please see comment on attached below.

It has been deleted 1 item.

10

Tan,ICIC

Page 17/88: please clarify why you use dry mortar for
screeding work?

Dry mortar shall not use for screeding work

Tan,ICIC

Page 20/88: tolerance of screeding level 10mm may not be
accepted as it will cause a different level of tiling work and
other trade.

Tolerance of screeding level for tiling work shall be:
 +/- 5mm under a 3m straight edge.
 +/- 3mm under a 2m straight edge.
 +/- 2mm under a 1m straight edge.
The cement slurry shall be mixed additive with Sika latex to
increase the cohesion of cement mortar.

It shall be conducted once a floor for all wet trade.

11

12

Tan,ICIC

Please specify which bonding agent will be applied to link
concrete surface and screeding mortar?

13

Tan,ICIC

Please indicate how frequency of strength test for screeding
mortar is?

Reviewer’s suggested status code for this revision only:
ICIC Consultant

TYLIN Structural
Review Consultant

JRP MEP Review
Consultant

KPK Cost
Consultant

Other (state)

Other (state)

Other (state)

RPLLC

This section is to record the reviewing party’s suggested status code only: the official status code for the submitted item is recorded on the first sheet of this document.

Project: Riviera Point Project
Document No: RP_MOS -SW _SSY_ 01

Date: 31 Jul 2013
Produced by: Leong


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

CONTENTS

1. Introduction
2. Definition and Abbreviation
3. Scope of Work
4. Resources (Materials, Equipments & Human Resources)
5. Sequence of Work
6. Plant & Machinery
7. Communication : Call-up List
8. Power
9. Lighting
10. Access and Egress
11. Emergency Preparedness
12. Risk and Control
APPENDICES

1~6 (please refer to the next page)

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days

Document No. : Refer to the submital list.


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

APPENDICES

Appendix 1 ……….…..Risk Assessment & Job Safety Analysis
Appendix 2 …………..…………………………Organization Chart
Appendix 3 ………………………………………………… Drawings
Appendix 4 ..……………..…………….. Material safety data sheet
Appendix 5. …….……..……………………………… First Aid Plan
Appendix 6 …….…………………………… Material Specification

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

1. Introduction
This method statement relates to the Screeding work.

The project site is located in District 7, HCMC of Vietnam.
We recognize that safety, health and environment (SHE) are primary premise in all
decisions, being made for successful construction and shall comply with the relavant
local authorities of Ho Chi Minh City, Socialist Republic of Vietnam.
We will develop the construction method with the focus to avoid any harm to the health
and safety of owner’s personnel, contractor employees and the public and also to
minimize adverse effect to the natural and around environment.
All necessary specifications, inspection and quality control will be complied with the
contract documents, specification.
If there is any discrepancy in the descriptions below, it will be designated by RPLLC.

2. Definition & Abbreviation
The abbreviations are used for this method statement, as shown below :
1) Project Definition
- Project: Condominium housing development Riviera point (Phase 1A)
- Main-Contractor: Ssangyong Engineering & Construction Co.Ltd
2) Project Abbreviation
- SSY: Ssangyong engineering & Construction Co.Ltd
- RPLLC: Riviera Point Limited Liability Company, KPLC: Keppel Land Construction
- PM: Project Manager, CM: Construction Manager, SM: Site Manager
- PD: Project Director, PJC: Project company, KPLS: Keppel Land Safety team
- SCM: Senior Construction Manager, SEM: Senior Engineering Manager
- SHE: Safety Health Environment, RFT: Raft, SAC: Safety Awareness Center
- QA: Quality Assurance, QC: Quality Control, QS: Quality Surveyor
- DWG: Drawing, BSMT: Basement, FDN: Foundation, BLK: Block,
- NT : Ngũ Thường Ltd. Co.,
Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

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30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

3. Scope of work
The main scope of work is Screeding work.

[ Site Location of Riviera Point Project ]

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

7/82

30.09.2013

Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

4. Resources (Materials, Equipments & Human Resources)
4.1 Resources for plastering work.
No.

Material Name

Type

Unit

1

Cement

PCB40

bag

2

Sand

Common

m3

3

Admixture

Sika latex

littre

4

Water

Clean

Notes

Not for concrete
Plenty

4.2 Resources for Equiment.
No.

Equipment name

Production

Unit Quantity

1

Hacking machine

2010

set

5

2

Hand cutting machine

2010

set

10

3

Mixing machine 250 - 500lit

2010

set

5

4

Level laser machine GPI

2009

set

3

5

Measuring tape

2010

set

5

6

Glove

Rubber coated glove

EA

30

7

Mask

Dust filteringTextile mask

EA

30

8

Shoes

Safety shoes

EA

30

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

8/82

30.09.2013

Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

4.3 Plan of Vertical supplying material by Hoist
Hoist will be reach 4 levels below from the level that is in progress of RC Work

Hoist

Material

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

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30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

4.4. Equipment Location & Lifting Loading Chart

4.5. Losistics Plan for Item

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

10/82

30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

5. Sequence of work
5.1. Human Resources – Deployment of Manpower
No.

Name

Position

1

Mr. Cho O.J.

Ssy SCM

2

Mr. Duc

Ssy SHE Manager

3

Mr. H.O.Thu

Ssy QA/QC Manager

4

Phan Quoc Thong
0989 798928

Subcontractor Project Manager

5

Pham Cong Binh
0973086992

Subcontractor Site Manager

6

Do Cao Tri
0976674089

Subcontractor Deputy Site
Manager

7

Nguyen Nhat
0122 9565177

Site Admin

8

Vo Minh Hung
0989344663

QS Engineer

9

Nguyen Van
01649568583

Safety manager

10

Le Hong An
0986298290

Shop drawing

11

Trinh Quoc Cuong
01626383912

Supervisor

※ For site Organization Chart, please kindly refer to Annex 2

1) Screeding work Workforce Configuration. (Engineer : 1 shift)
 Team 1 :

1 Foreman, 10 Workers

 Team 2 :

1 Foreman, 10 Workers

 Team 3 :

1 Foreman, 10 Workers

Project : Rivera Point Condominium Development

Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

11/82

30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

5.2. Working Flow Chart
5.2.1 Summary Procedure of screeding works

GET H/O FLOOR

MATERIAL
ARRANGEMENT

SURVEYING

INSTALL LEVEL PEGS

INSPECTION

MORTAR SCREEDING

INSPECTION

COMPLETION

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

12/82

30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

5.3. Specific standard
 Screeding Works shall be carried out in accordance with the requirements of:
 Contract Specifications
 Vietnam Construction Standards (TCVN 4085: 1985)

5.4. Materials
 Approved Brand (FICO or equivalent – TCVN VIETNAM)

 Mortar
Type
N

Cement

Sand

Water
Strength

Specification

Remarks

Minimum 7.50 N/mm2 compressive strength.
Approved Brand ( FICO orequivalent – TCVN
VIETNAM)
One bag of Cement 50kg or 0.036m3 mixes with
0.17 m3 of Sand
Rough sand shall be clean, natural, uncrushed or
partially crushed sand of a light color, free from
organic matter, suitable for use in plastering and
approved by the Legal ThirdParty
Shall be clean.
Composition Cement / Dry Sand ratio = 1 /4

5.6. Bonding Agent
 Type Sika Latex
 Supplier The Hung Sika Co., LTD.

 Refer to Catalogue attached

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

13/82

30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

5.7. Material handling, storage and delivery
 Transportation of materials shall be by lorry or trailer and unloading by mobile
crane, tower crane, pallet truck and/or by manual as appropriate which ever
as safer.
 Store materials at designated location and adequately protected.
 Cement bags delivered should be stored at enclosed storage with 100 mm
above ground level and covered by plastic protection in order to prevent
water.

 The bagged cement shall be stored in piles not more than 8 bags high.
 Prevent flood or be moisted by providing perimeter surface drainage if

necessary.
 Boarded platform at least 75 mm off the ground and undercover are
recommended to protect bricks from muddy water, contact from soil and
construction debris.
 Materials shall be bring upto working floor by hoist.
 The stages shall be installed out side of the building to receive the materials.

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

14/82

30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

5.8. Mixing Yard Preparation

 Mixing yards location showing in the temporary facility plan & layout.
 The mixing yard shall made following adjacent sketch, no have temporary
waterproofing, but shall have wooden plate and mortar backing, curb around
mixing yard by brick wall 100mm height, 120mm width and render both side

shall be provided.
 Water tap points inside of building must be considered and coordinate with
M&E section to install water supply pipe and drain system.

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

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30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

5.10 Preparation of work
 Remove mud, all loose concrete, timber or other foreign materials from
concrete floor, wall columns and slab soffit where necessary.
 Checking mixing yard including temporary power, water supply, materials,
etc.
 Concrete slab surfaces shall be thoroughly cleaned, free of dust,
efflorescence, and any other deleterious substance prior to commencement
of screeding.

 Checking mixing yard including temporary power, water supply, materials,
etc.

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

16/82

30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

6. Working method
6.1 Preparation / Use of Mortar

 Substrate shall be swept by broom before pouring mortar.
 Mortar shall be carefully mixed and prepared in small quantities as required.

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

17/82

30.09.2013


Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

 Cement and sand shall be properly mixed in mixer or concrete batching
plant until attaining uniform color, and the correct amount of water shall be
added to achieve workability.
 Minimum mixing period of 1 to 2 minutes after water is added - shall be
checked by SSY QA/QC in timely manner for each mixing place.
 Mixed mortar shall be used within 60 minutes; Mixed mortar if not used
within 60 minutes shall be discarded as “Reject” - shall be checked by SSY
QA/QC.
 Mixed mortar is transported by wheelbarrows or other appropriate method.
 The size of gauge box or plastic tank (0.018m3), i.e. 01 bag of cement
(50kg or 0.036m3) mixed with 9 gauge box (0.162m3) of sand.
 Re-tempering will not be permitted; render that has begun to stiffen shall be
discarded.

6.2 Thickness of Render
 Render to floors and shall be of thickness indicated on the Drawings

6.3 Leveling Peg
 Install leveling peg on floor surface to determine the finish surface of floor
and also identify the thickness of screeding.
 Leveling pegs shall be installed by using cement mortar or clay brick pat
paste on to the floor surface at the size of 50 x 50 mm, with its outer most
point indicating the floor finish surface.
 Carry out installation of leveling peg by level machine.
 The distance of nearest leveling peg shall be approximately 2000mm, to
floor to determine the required thickness for finishing and finishing level.

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

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Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

6.4 Application of Render to Floors and Roofs
 Render shall be generally applied in one (1) coat.

 Render shall be laid in bays not exceeding 15 m2 in area with approved
types of control joints provided around edges of bays.
 The surface shall be leveled with a wooden float and finished with a steel
Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

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Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

trowel.

 Steel trowel the mortar surface to the required smooth finish for carpet, vinyl
tiles, rubber tiles, damp-proof paint, waterproofing, cement render finish, and
rough finishing for receving tiles, stone or marble etc.
 Joints in render shall be same location with joints in the concrete base.
 Surfaces shall be accurately laid to falls and cross falls as appropriate to
facilitate efficient draining of water from the finished surface.
 Triangular section fillets shall be formed at all junctions of roof render with
walls, parapets etc and to sides of gutters.

 At junctions of different backgrounds (e.g. masonry to concrete) render shall
be reinforced with strip of expanded metal lath 250 mm wide.
 Clean up and remove such material at completion of each day of operation.
 Incase mater or heavy equipments during curing stage, 12 mm thick
plywood shall be provided to protect the screeding during curing stage.
Cooperate with other trades for protection of special finishes.

6.5 Completion Requirement
 Exposed surfaces shall be clean and free from dust, dirt scratches, gauges,
Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

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Rivera Point Condominium Development
-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

cracks, stains, discoloration or other defects or damages.
 Surfaces shall be finished smooth and flat.

6.6 Curing

 Moist conditions shall be maintained, using fine fog spray or vapor barrier
covering; provided and maintained as necessary for proper hydration of
cement and to prevent excessively rapid drying out of freshly placed
surfaces.
 Floor screed shall be cured wet condition for a minimum of three (3) days
after application.
 Incase material or heavy equipments must be loaded, 12 mm thick plywood
shall be provided to protect the screeding during curing stage.

6.7

Defective recovering works
6.7.1

Check for Defective Works

 Hollowness of the floor screeding can be checked using a metal round ball
Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

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Rivera Point Condominium Development

-DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT AT DISTRICT 7,
HO CHI MINH, VIETNAM FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

rod.
 The metal round ball will be used to slide and make a light tap against the
wall to check.

5.7.2 Remedial Action for Debonding Plaster Area
 The new screeding shall be of the same materials and executed in the same
manner as specified for the original work.
 The finished surface of the new plastering shall be flushed with the face of
the surrounding work.
 Any unevenness in the finished surface shall be rubbed down to a true face.

6.8 Quality control plan
Refer the Contract Specification, TCXDVN 303-2004, TCXDVN 303-2006
(QUALITY CONTROL / TOLERANCES / TESTING)
 Level of floor screeds: Permissible deviation in level of surface of screeds
from datum: +/- 10mm.
 Flatness of floor screeds: Sudden irregularities shall not be permitted. The
variation in gap under a straightedge placed any where on the surface be
not more than ( to receive sheet or tile finished):
 +/- 5mm under a 3m straight edge.
 +/- 3mm under a 2m straight edge.
 +/- 2mm under a 1m straight edge.
 Flatness of floor screeds: Sudden irregularities shall not be permitted. The
variation in gap under a straightedge placed any where on the surface be
not more than ( to receive paint finish or plaster finished):
 +/- 3mm under a 3m straight edge.

 +/- 2mm under a 2m straight edge.

Project : Rivera Point Condominium Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

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DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT (RIVIERA POINT)
AT DISTRICT 7, HO CHI MINH, VIETNAM
FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

7. Communication
7.1 Organization chart for Brick work.
※ Expanded general organization chart is shown at Annex 2.
.

PD : Mr. Park S.C.

MP : 01 238 595 490

SCM : Mr. Cho O.J.

SEM : Mr. Ahn Y.C.

HP : 01 238 595 490

HP : 01 203 330 564

SHE Manager: Mr. Duc

QA/QC Manager : Mr. Ho Tu

HP : 098 915 6311

HP :0913 306 043

Project Manager
Phan Quoc Thong
0989 798928

Safety Manager
Nguyen Van

Site Manager
Pham Cong Binh

QS Engineer
Vo Minh Hung

01649568583

0973 086 992

0989344663

GROUP 1
Masonry TEAM

GROUP 2
Survey TEAM

GROUP 3
Cleaner & labor

Supervisor
Do Cao Tri

Supervisor
Bui Quoc Cuong

Supervisor
Nguyen Van Hung

0976674089

01626383912

0919911729

Project : Riviera Point Condominum Development
Produced by : Ssangyong E&C
Assessment Duration : 7days

Document No. : Refer to the submital list.

SsangYong E&C

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DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT (RIVIERA POINT)
AT DISTRICT 7, HO CHI MINH, VIETNAM
FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

7.2 Organization chart for Electrical emergency network

Notice.:
 If EVN company disconnects power, generator will operate in worksite. Because
there is Automatic Transfer Switch inside.

Project : Riviera Point Condominum Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

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30.09.2013

DESIGN AND BUILD OF MAIN TENDER (PHASE 1A)
FOR PROPOSED CONDOMINIUM DEVELOPMENT (RIVIERA POINT)
AT DISTRICT 7, HO CHI MINH, VIETNAM
FOR M/S RIVIERA POINT LIMITED LIABILITY COMPANY

7.3 Configuration for Safety manager

Project : Riviera Point Condominum Development
Produced by : Ssangyong E&C
Assessment Duration : 7days
Document No. : Refer to the submital list.

SsangYong E&C

25/82

30.09.2013