method statement kota kasablanka 3

CONTENTSCONTENTS 11 PROJECT LOCATIONPROJECT LOCATIONCONTENTSCONTENTS 11 PROJECT LOCATIONPROJECT LOCATION

22 EXISTING CONDITIONEXISTING CONDITION

33 CONSTRUCTION EXECUTION PLANCONSTRUCTION EXECUTION PLAN

44 SAFETY PROTECTIONSAFETY PROTECTION

55 HSE MANAGEMENT PLANHSE MANAGEMENT PLAN55 HSE MANAGEMENT PLANHSE MANAGEMENT PLAN

PROJECT LOCATIONCONSTRUCTION EXECUTION PLAN

Legend :1. Puri Casablanca2. Park Lane Hotel3. Wisma Staco

Jl. Dr. SaharjoKOTA

KASABLANKA 3

651

3

42

3. Wisma Staco4. Kota Kasablanka 1 & 25. Apartment Casablanca6. Casablanca Mansion

Jl. KH. Abdullah Syafei

Jl. Casablanca Raya

Jl. Prof. Dr. Soepomo

32

MEGA KUNINGAN

DETAIL PROJECT LOCATIONCONSTRUCTION EXECUTION PLAN

42B

C

PROJECT NAME:KOTA KASABLANKA 3

CLIENT : PT ELITE PRIMA HUTAMA

PROJECT LOCATION:

PROJECT LOCATION

13

2

A

BC

PROJECT LOCATION:JL. KASABLANKA KAV. 88 MENTENG DALAM, TEBET, JAKARTA SELATAN

STORIES :5 BASEMENT2 PODIUM3 TOWER ( 2 TOWER APARTMENT, 42 FLOORS

1 TOWER OFFICE, 41 FLOORS)

SITE AREA : ± 27.011 m²GROSS FLOOR AREA : ± 336,596 m²

Legend : A. TOWER 1 (APARTMENT)B. TOWER 3 (APARTMENT)B. TOWER 3 (APARTMENT)C. TOWER 2 (OFFICE)

1. SITE OFFICE MAINCONT & SUBCONT2. STOCK YARD3. BATCHING PLAN4. LABOUR BARRACK

EXISTING CONDITIONCONSTRUCTION EXECUTION PLAN

27 MARCH 2015

AB C

D D

A B C

D

A B C


27 MARCH 2015

A DDA

A B

B

C

D

C

D

A B C


27 MARCH 2015

AB

C

D

D

A B C

D

A B C


27 MARCH 2015

A

B

D

DA

A B

C

C

D

A B C

03 CONSTRUCTION EXECUTION PLAN

I Site Organization ChartII Site PlanIII Heavy Equipment PlanIII Heavy Equipment Plan

Construction Method1. Milestone Schedule

2. Zoning Plan

3. Structural Work Method

4. QA / QC Plan

SITE ORGANIZATION

I

Project Manager

LOTTE

Administration Mgr

LOTTE LOTTE

MEP Senior ManagerKOR

Construct. CoordinatorLOTTE

Engineering Manager

Senior. Const. Manager1

Chief SupervisorKOR

Quantity Surveyor Scheduler Drafer

Cost Controller

1

5

2

BBS

Typist / Secretary

Supervisor (Con'c)

4 4

Tower 3 Manager

1

Tower 1 Manager Tower 2 Manager

Typist / Secretary

Chief Drafter

8

Senior OS

1 1 1

5 1 4 2

Basement Manager

1

Supervisor (Rebar)

2

Safety Officer QA/QC Manager

1 1

Supervisor

2 2 1 1

Supervisor (Con'c) Supervisor (Con'c) Supervisor (Con'c)

Typist / Secretary

1

Material Asist.Supervisor (Form)Supervisor (Form)

2

Supervisor (Form)

2

Supervisor (Form)

1

22

1

Mech Supervisor Elect Supervisor General Affairs

1

2 2 1

Mech Engineer Elect Engineer Accountant

Typist / Secretary

Elect Manager Security Manager

1 LOTTE KOR 1 1 1

QS Manager Contract Manager Design Manager Mech Manager

2

Supervisor

Supervisor (Rebar) Supervisor (Rebar) Supervisor (Rebar)

1 1 1

2

Surveyor

4

1 1 11

Arch. Chief Supervisor




Supervisor (Arch.)

12

Typist / Secretary1

4 4

Supervisor (Arch.)

3

Supervisor (Arch.) Supervisor (Arch.)

sub-total 5 3 112 120

Total 8 112 120

품질 QA/QC 7 7

안전 Safety 9 9

기전 MEP 1 15 16

관리 ADM. 1 5 6

공무 ENG. 2 1 17 20

공사 CON. 1 1 59 61

DescriptionKorean Local

합계LOTTE JO Totalindo & JO

소장 PM 1 1

SITE PLANCONSTRUCTION EXECUTION PLAN

Access road

REBAR FABRICATIONAND

REBAR STOCK PROTECTION ROAD WAY

Conc’ pump

SUBCONT SITE OFFICE(300m2

EXISTINGBUILDING

BATCHINGPLANT

CONTRACTOR SITE OFFICE

STOCKAREA

CANTEEN600 m2

LABOUR CAMP 11500 m2

BT.SLAB B5Elv.-3.3m

BOTTOM RAFTElv.-5.9

Elv.-5.9

Elv.-5.9

REBAR FABRICATIONAND

REBAR STOCK

Elv.-3.3

Elv.-3.3

Conc’ pump

Conc’ pump

Conc’ pump

Existing

(300m2)

BUILDINGSITE OFFICE

TEMPORARY FENCE

BASEMENT LINE

TEMPORARY ACCESS ROAD

LABOUR CAMP


STOCK AREA

CONCRETE BATCHING PLANT

CANTEEN

SITE PLANCONSTRUCTION EXECUTION PLAN

Access roadF/W FABRICATION

REBAR FABRICATIONPROTECTION ROAD WAY

Conc’ pump

SUBCONT SITE OFFICE(300m2EXISTING

BATCHINGPLANT


STOCKAREA

CANTEEN600 m2

LABOUR CAMP 11500 m2

GF

GF

TYP. FLOOR

TYP. FLOOR

TYP. FLOOR

B4

B4

GF

Conc’ pump

Conc’ pump

Existing

(300m2)

EXISTINGBUILDING

SITE OFFICE

TEMPORARY FENCE

BASEMENT LINE

TEMPORARY ACCESS ROAD

LABOUR CAMP


STOCK AREA

CONCRETE BATCHING PLANT

CANTEEN

REBAR FABRICATION

REBARFABRICATION

ANDREBAR STOCK

CONSTRUCTION EXECUTION PLAN

III

TC #3R =50M

TC #5R =50M

Expected Max. Lifting Weight

DESCRIPTION Lifting Item Weight

FORM-WORKWall 2.0 Ton

Column 1.5 Ton

TC #1R =45M

TC #2R =50M

TC #4R =50M

R =50M

TC #6R =50M

TOWER CRANE SPECIFICATION

TC NAME T/C #1 T/C #2~6

TYPE HAMMER HEAD, STATIC HAMMER HEAD, STATIC

(TIP LOAD) 45M – 3.5 Ton 50M – 3.15 Ton

PERIODE 25 MONTH 26 MONTH

Column 1.5 Ton

REBARBundle Rebar 2.0 Ton

Prefab Rebar 2.5 Ton

FACAD

Panel 1 1.8 Ton

Panel 2 1.5 Ton

PC Panel 2 Ton

CONC’ CPB 5.0 Ton

ELECTRICAL & MACHINERY

Elec. Panel 2.0 Ton

ELEV 2.5 Ton

CONSTRUCTION EXECUTION PLAN

III

30m

30m

30m

30m

160m

200m

30m

30m

30m

IIICONSTRUCTION EXECUTION PLAN

MH#3

MH#4 MH#5

MH#6TOWER 3

TC3

TC5

MH#1

Note :MH = Material Hoist

TOWER 1

MH#2

MH#3MH#7

TOWER 2

TC1

TC2 TC4

TC6

MH#1

Description Specification Remark

Equipment Type Twin Medium Type

Equipment Name ALIMAK SC 65/32

Cage Size 1.5W*3.2L*2.5H

Load Capacity 2 TON

Speed 60 M/MIN

IIICONSTRUCTION EXECUTION PLAN

8M

CPB#3

CPB maximum distance from unapplied area: Approximately 8M

CPB#2

CPB#3

CPB#4

Concrete Placing Boom Specification

CPB Name CPB #1~4

Type Potential HG 28 H

Radius ± 28 Meter

High ± 22.9 Meter

CPB#1

Note :CPB = Concrete Placing Boom

CONSTRUCTION METHOD

1

CONSTRUCTION METHOD

2

Footprint tower is the priority area

Basement Line

Note:

ZONNING SUBSTRUCTUREZONNING SUBSTRUCTURE

Zone 18,115m2

Zone 35,742m2

Tower 1

Tower 3

Tower 2Zone 2

3,758m2


Note: ♦ Zoning area of sub-structure

work is divided into 3 zones:

Zone 1 : Area Tower 1, 8115 m²Zone 2 : Area Tower 3, 3758 m²Zone 3 : Area Tower 2, 5742 m²


the priority area

2CONSTRUCTION METHOD

Note: ♦ Zoning area of super-

structure work is divided into several zones

Area Tower 1 : 2100 m²Zone 1, 325 m²Zone 1, 325 m²Zone 2, 256 m²Zone 3, 469 m²Zone 1’, 325 m²Zone 2’, 256 m²Zone 3’, 469 m²

Area Tower 2 : 2294 m²Zone 1, 453 m²Zone 2, 465 m²Zone 3, 448 m²Zone 4, 421 m²

3’3’ 2’2’ 1’1’

11 22 443311 22

44 33

55

ZONNING SUPER STRUCTUREZONNING SUPER STRUCTURE

TOWER 3TOWER 3TOWER 3TOWER 3


Zone 4, 421 m²Zone 5, 505 m²

Area Tower 3 : 1337 m²Zone 1, 322 m²Zone 2, 353 m²Zone 3, 340 m²Zone 4, 322 m²

33 22 11



Access road ZONE ACTIVITIES

TOWER 1- Detail Excavation for raft, cutting bore pile, Conc’ Foundation TC1

Existing

SUBCONT SITE OFFICE(300m2)

EXISTINGBUILDING

Conc’ Foundation TC1

TOWER 3 - Bulk Excavation (by Owner)

TOWER 2 - Bulk Excavation (by Owner)TC1

Tower 1 Tower 3 Tower 2



TOWER 1- Excavation for raft, cutting bore pile, Install TC1 & TC2, Conc’ Lift Pit, Install rebar for raft foundation

Existing


EXISTINGBUILDING

rebar for raft foundation


TOWER 2 - Bulk Excavation (by Owner)TC1

TC2

LIFT PIT

LIFT PIT


LIFT PIT



TOWER 1- Excavation for raft foundation completed, Install rebar for raft foundation continued

Existing


EXISTINGBUILDING

foundation continued

TOWER 3 - Excavation (by Owner)

TOWER 2 - BExcavation (by Owner)TC1

TC2

TC1


RAFT FOUNDATION



TOWER 1- Raft Foundation completed, B5 columns in progress, GWT in progress

Existing


EXISTINGBUILDING

Podium Outer Tower 1

- Excavation and cutting bored pile,B5 slab in progress

Podium Tower 1 –2

- Excavation and cutting bored pile,B5 slab in progress

TOWER 3 - Start Excavation for raft foundation


TC1

TC2

B5




TOWER 1- B4 slab in progress, GWT in B5 completed, B4 column in progressB5

TC3

Existing


EXISTINGBUILDING


- B5 slab completed

Podium Tower 1 –2

- B5 slab completed

TOWER 3

- Excavation for raft and cutting bored pile, install TC 3 & TC 4,Install rebar for lift pit and raft foundation


B5 TC1

TC2

B5B4

TC4


B4 RAFT FOUNDATION



TOWER 1- B4 slab completed, B3 slab & column in progress,B5

TC3

TC5

Existing


EXISTINGBUILDING

TOWER 3- Lift pit completed,Install rebar for raft foundation

TOWER 2- Excavation for raft & cutting boredpile, install TC 5 and TC 6B5 TC1

TC2

B5B3

TC4

B4 TC6


RAFT FOUNDATION

B3



TOWER 1- B3 slab completed, B2 slab & column in progress,B5

TC3

B5 STP TC5

Existing


EXISTINGBUILDING

TOWER 3- Raft foundation completed,STP in progress, B5 column in progress,


- Excavation for pile cap & cutting boredpile, B5 Slab in progress

TOWER 2- Conc’ lift pit, install rebar for raft foundation in progress.

B5 TC1

TC2

B5B2

TC4

B3 TC6

B2

B5


B2RAFT

FOUNDATION

B5B5



TOWER 1- B1 slab completed, GF slab in progress,B5

TC5B5

B4

TC3 B5

Existing


EXISTINGBUILDING


- B4 and B3 slab in progress

TOWER 3 - B4 slab completed,


- B5 slab completed

TOWER 2 - Raft foundation completed

B4 TC1

TC2

B3B2

B1 TC6

GF

B5

B4

RAFT FOUNDATION

TC4B5


GF

B4

B1

B4B5

RAFT FOUNDATION


Access road

B5

TC3 B5

B5

B4L2 GF

TC5

B4B5

ZONE ACTIVITIES

TOWER 1- Level 9 slab completed, Level 10 & 11 slab in progress,

Existing


EXISTINGBUILDING

GF TC1

GF

GF

TC2B5

L11

L9

L10

L2

B4

GF

TC6

B4

TC4

B3

B5 B5

B5


- GF slab completed

Podium Tower 1 -3

- B4 slab in progress,

TOWER 3- GF slab completed, Level 2 slab in progress


- B4 slab in progress

TOWER 2- B4 slab completed, B3 slab in progress

Podium

Tower 1Tower 3 Tower 2

GFLevel 2


- B5 slab complete

B3

Level 11

Level 10

B5 B5


ZONE ACTIVITIES

TOWER 1- Roof slab completed, Lift Motor Room Completed,

TC3

TC2L2

TC5

TC4

GF GFGFL26

Access road

L25

L39

L38L37

TOWER 3- Level 37 slab completed, Level 38 & 39 slab in progress

TOWER 2- Level 25 slab completed, Level 26 & 27 slab in progress

Podium All - GF slab complete

Tower 1Tower 3 Tower 2

ROOF

Existing


EXISTINGBUILDING

GF TC1

GF

TC6

TC4

L27

LMRLMR

Level 39Level 38

ROOF

ROOF

GF

Level 37

Level 38

Level 27Level 26

GF GF


ZONE ACTIVITIES

TOWER 1 - Finishing work in progress

TC3

TC2L2

TC5GF

GFL37

Access road

L36ROOF

TC4

L2

L2

TOWER 3- Roof slab completed, Lift Motor Room Completed

TOWER 2- Level 36 slab completed, Level 37& 38 slab in progress

Podium - L2 slab completed


ROOF

Existing


EXISTINGBUILDING

GF

GF

TC6L38

LMRLMRLevel 38Level 37

ROOF

ROOF

TC1

TC4L2

L2

ROOFLMRLMR

L2 L2GF

FINISHING WORK


ZONE ACTIVITIES


TC3

L2

TC6

TC5GF

GF

Access road

ROOF

ROOF

TC4

L3

L3 ROOF


TOWER 2- Roof slab completed, Lift Motor Room Completed

Podium - L3 slab completed

Tower 1 Tower 3

ROOFLMRLMR

ROOF

ROOFLMRLMR

Existing


EXISTINGBUILDING

GF

GF

TC6

ROOF

ROOF

L3

LMR LMR

Tower 2

L3 L3

GF

FINISHING WORK

FINISHING WORK

CONSTRUCTION METHOD

3

Thermocoupleposisition

Thermocouple Plan

Existing


EXISTINGBUILDING

Bottom Slab B5Elv.-3.3m

Detail of thermocouple installation

Note: • Concrete volume±7500m³• Supportive equipments :

• Conc. Pump : 7unit (1 stand-by)• Vibrator : 25 unit (5 stand-by)• Tent for protecting area that should be poured concrete• Thermocouple for thermal monitoring

• After all preparation completed, pouring concrete use concrete pump ± 25m³/hr capacity.Casting raft foundation can be completed within ± 60 hours

Thermal monitoring

3

Excavation for raft foundation Cuti bored pile Spray anti termite (optional if necessary)

CONSTRUCTION METHOD

Lean concreteFormworkRebar work

Bottom layer Support rebar

Upper layerStarter rebar

3

ME installation Thermocouple installation Starter bar inspection

CONSTRUCTION METHOD

Cold-joint installationProtective Tent installation

3

Concrete finishingConcrete acceptance scheme

Casting Process

CONSTRUCTION METHOD

Concrete truck access

Area for concrete truck

Concrete curing

Always provide 1 unit Concrete pump stand-by

Concrete sample

Styrofoam installation


1 2 3

4 5


6 87

9 10


ZONE 1’9 TABLES

ZONE 19 TABLES

Slab conc’: Zone 1 = ± 110.5 m³Zone 2 = ± 84.5 m³Zone 3 = ± 155 m³

ZONE 2’7 TABLES

ZONE 27 TABLES

Zone 3 = ± 155 m³Zone 1’ = ± 110.5 m³Zone 2’= ± 84.5 m³Zone 3’= ± 155 m³

ZONE 3’12 TABLES

ZONE 312 TABLES

CONVENSIONAL CONVENSIONAL


Typical Elevation Table Tower 1

Typical Section Table Tower 1


ZONE 19 TABLES

ZONE 27 TABLES

ZONE 49 TABLES

ZONE 37 TABLES

Slab conc’: Zone 1 = ± 106 m³Zone 2 = ± 117 m³Zone 3 = ± 112 m³Zone 4 = ± 106 m³


Slab conc’: Zone 1 = ± 150 m³Zone 2 = ± 153.5 m³Zone 3 = ± 147.8 m³Zone 4 = ± 138.93 m³Zone 4 = ± 138.93 m³

ZONE 27 TABLES

ZONE 17 TABLES

CONVENSIONAL

ZONE 37 TABLES

ZONE 48 TABLES


1st Set 2nd Set 3rd Set 1st Set

3

Note:Concrete mold for column and shearwall are usingAluma Beam, Steel waler and plywood 18mm double film

CONSTRUCTION METHOD

Typical Shear wallShear wall type

SW40A & SW35A

03

Note:

CONSTRUCTION METHOD

Note:This the illustrations when the TableForm Flying next to the upper floors,very easy and fast


Note:Aluma Table Form is often calledAluma Table Form is often calledFlying Table because when the tablestripped out to next floor is lifted bytower crane, making it very fastfor the cycle time floor to the next floor

QA / QC PLAN

4

Shop Drawing &Shop Drawing &Material Submission Material Submission

Method of Construction (Trade)Method of Construction (Trade)

Method Briefing & Method Briefing & Training to WorkersTraining to WorkersMethod Briefing & Method Briefing & Training to WorkersTraining to Workers

Trade Demonstration Trade Demonstration (Mock Up)(Mock Up)

Trade Demonstration Trade Demonstration (Mock Up)(Mock Up) DefineDefine Holding PointHolding Point

Inspection & Test PlanInspection & Test Plan

Step by Step InspectionStep by Step Inspection

Execution of WorkExecution of Work

Quality WorkQuality Work

SetSet--upup Quality StandardQuality Standard

Consultant + Main-con + Subcon

04 SAFETY PROTECTION

01 Building Protection

Building Protection

01SAFETY DECK

SAFETY DECK

SAFETY DECK

SAFETY VOID

SAFETY DECKPERMANENT

Building Protection

01

SAFETY NET

SAFETY NET

SAFETY NET

Building Protection

01

Safety Rail

Building Protection

01

COUPLER

TIANG RAILINGHANDRAIL

INSTALLATION

MID HANDRAIL

BESI BEHEL D12

BASEPLATE

POLYNET

TIANG RAILING

POLYNET

safety wing net/Safety deck

safety wing net/Safety deck

CORNER

BESI BEHEL D12

Perimeter Safety Net / Safety Railing

Building Protection

01

Building Protection

01

HANDRAIL

MID HANDRAIL

OPENING 100 ~ 600 mm

OPENING > 2 M / VOID AREA

KAWAT AYAM + SAFETY NET

BESI BEHEL D12

OPENING 650~ 2000 mm

Building Protection

01

SAFETY NET DI LIFT SAFETY VOID

05 HSE MANAGEMENT PLAN

01 Certificate

02 Safety Plan

EHS MANAGEMENT PLAN

01

EHS MANAGEMENT PLAN

02

Thank youThank you

method statement kota kasablanka 3

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