pakubuwono final

Beyond Construction

Jl. Iskandarsyah Raya No. 65 A-B Jakarta Selatan 12160 Telp. (021) 72788050-Fax. (021) 72788051

STRUCTURE

ARCHITECTURE

M E

I. GENERAL1. PROJECT DATA2. EXISTING PHOTOS3. SCOPE OF WORK4. TIME SCHEDULE5. ORGANISATION CHART6. MAN EQUIPMENT LIST

II. SITE MANAGEMENT1. PREPARATION WORKS2. MANAGEMENT OF PROJECT EXECUTION3. SAFETY PLAN

III. CONSTRUCTION METHOD1. SUBSTRUCTURE WORKS2. UPPER STRUCTURE WORKS3. ARCHITECTURE WORKS4. MECHANICAL & ELECTRICAL WORKS

TABLE OF CONTENTS

Beyond Construction

ADHI KARYA (Persero), tbkJl. Iskandarsyah Raya No. 65 A-B Jakarta Selatan 12160 Telp. (021) 72788050 – Fax. (021) 72788051Divisi Konstruksi I

I.1. PROJECT DATAI.1. PROJECT DATA

1. PROJECT NAME : PAKUBUWONO DEVELOPMENT PROJECT TOWER B & TOWER C

2. PROJECT LOCATION : KEBAYORAN BARU – SOUTH JAKARTA

3. OWNER : PT. BONA WIDJAJA GEMILANG

4. CONSTRUCTION MANAGEMENT : PT. JAYA CM

5. CONSULTANTS : 1. PT. AIRMAS ASRI (ARCHITECTURE)2. DAVY SUKAMTA & PARTNERS (STRUCTURE)3. PT. HANTARAN PRIMA MANDIRI (MECHANICAL/ELECTRICAL)4. INSADA (INTERIOR)5. INTARAN DESIGN (LANDSCAPE)

6. QUANTITY SURVEYOR : EC HARRIS

7. TIME OF WORK EXECUTION : 24 MONTHS

8. MILESTONES : START : APRIL 01, 2008TOPPING OFF : MAY 15,2009

COMPLETION DATE : APRIL 15, 2010MAINTENANCE : APRIL 15, 2011

I.1.1. GENERAL DATAI.1.1. GENERAL DATA

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TOTAL 109.643,02 m²TOTAL 109.643,02 m²

Tower B 33.733,70 m² (35Lt)

I.1.2. DATA AREAI.1.2. DATA AREA

Tower C 50.571,60 m² (32Lt)

Podium 25.337,72 m² (3Lt)

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I.2. EXISTING PHOTOS

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Beyond Construction


I.1.3. STRUCTURE DATA

FOUNDATION

STRUCTURE

BORED PILE (By Other)BORED PILE (By Other)

RAINFORCEMENT CONCRETE


ROOF RAINFORCEMENT CONCRETE


RAINFORCEMENT BARRAINFORCEMENT CONCRETE

EXCAVATION

SUB STRUCTURE

UPPER STRUCTURE

ARCHITECTURE

PLUMBING

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ITEMS OF WORK

3. TOWER B

3.1. FRAME

3.2. UPPER FLOOR

3.3. STAIRS

3.4. ROOF

3.5. EXTERNAL WALLS

3.6. WINDOWS & EXTERNAL DOORS

3.7. BASIC FINISHING

3.8. PLUMBING INSTALLATION

4. TOWER C

3.1. FRAME

3.2. UPPER FLOOR

3.3. STAIRS

3.4. ROOF

3.5. EXTERNAL WALLS

3.6. WINDOWS & EXTERNAL DOORS

3.7. BASIC FINISHING

3.8. PLUMBING INSTALLATION

2. PODIUM

2.1. SUBSTRUCTURE2.2. FRAME2.3. UPPER FLOOR2.4. STAIRS2.5. WINDOWS & EXTERNAL DOORS

1. PRELIMINARIES

2.6. BASIC FINISHING2.7. PLUMBING INSTALLATION2.8. SEWAGE TREATMENT PLAN2.9. DEEP WELL

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PREPARATION WORK

Any several thing to be attention to this work for exemple :

2.1. Lay Out Temporary Facility Project

2.2. Planning of Traffic Project Management

2.3 Planning of Project Execution

2.4 Safety and Health ( K3).

Beyond Construction


PINTU KELUAR / MASUK PROYEK

POS JAGA / KEAMANAN

PIPA AIR BUANGANDARI WASHING BAY

POMPA

DETAIL DENAH WASHING BAY

1

2

5000

PINTU KELUAR / MASUK PROYEK

WASHING BAY

BESI SIKU / GRIL

POTONGAN 1

POMPA

MASUK

500

4000

POTONGAN 2 WASHING BAY

PAGAR PROYEK

PIPA AIR BUANGANDARI WASHING BAY

KENDARAAN PROYEK

DENAH WASHING BAY

500BATU KALI

BESI SIKU / GRIL

PAGAR PROYEKKENDARAAN PROYEK

JL JEND. GATOT SUBROTO

KELUAR

WASHING BAY

ADHI KARYA (Persero), tbkJl. Iskandarsyah Raya No. 65 A-B Jakarta Selatan 12160 Telp. (021) 72788050 – Fax. (021) 72788051 Divisi Konstruksi I

2.1.A. LOCATION OF TOWER CRANE, PLACING BOOM & PASSANGER HOIST


40 M

33 M

33 M

NOTE:

TOWER CRANE:

TC 1 : H3.36B

Jib = 50 M

Kap ujung = 3,6 Ton

Kap pangkal = 12 Ton

TC 2 & TC 3 : FO23B

Jib = 50 M

Kap ujung = 2,3 Ton

Kap pangkal = 10 Ton

Cover area beban 4 Ton

TC.3

TC.1

TC.2

PB.1

PH 1

PH 2PH 4

PASSANGER HOIST:

PH 1 & 2 = 2 CABINS @ MAX. 2X1000 KG

PH 3 & 4 = 2 CABINS @ MAX. 2X1000 KG

PB.2

PLACING BOOM

PB 1 : R = 16m

PB 2 : R = 24m

TOWER B

TOWER C

LANTAI 1

MOBIL CRANE :

KAP = 40 TON

JIB 45° = 25 M

TYPE = TELESCOPIC

2.1.B. LAY OUT MOBIL CRANE


TOWER B

TOWER C

CATATAN :

UNTUK AREA LANTAI DASAR YANG DI GUNAKAN UNTUK JALAN KERJA PADA LANTAI BASEMENT DIPASANG PIPA SUPPORT PD 8

: JALAN KERJA ( disesuaikandengan leveling lantai )

JALAN KERJA YANG DI SUPPORT DENGAN PIPA PD.8

Jalan kerja

Gambar plat perkuatan jalan kerja

Pipa support Ø2” mutu tinggidengan kapasitas 1 tiang = 1 ton, dipasang dari B1 s/d B3 dengan jarak 1,5 M²

B3

B2

LT.1

B1

LANTAI 1

2.1.C. LAY OUT JALAN KERJA PADA LT. DASAR


2.1.D. TEMPORARY DRAINAGE

: Temporary Drainage

Legend :

: Box Control 400 x 400w/ sump pump 2 PK

TOWER B

TOWER C


Lt. Dasar

Basement

Lt. Atap

Lt. Typical

RP PAM EXISTING / SUMUR JET PUMP

KET :

R = RESERVOIR INDUK

T = TORN

P = POMPA

K = KRAN

K

K

K

T P

K

K

K

T P

K

K

K

K

T

K

KKK

K

T

2.1.E. TEMPORARY WATER FOR WORK


2.1.F. TEMPORARY ELECTRICAL FOR WORK

Lt. Dasar

Basement

Lt. Atap

Lt. Typical

KET :

G = GENSET

PI = PANEL INDUK

PL = PANEL LANTAI

SK = STOP KONTAK

GPI

PL

PL

PL

PL

SK

SK

SK

SK

SK

SK

SK

SK

SK

SK

SK

SK

SK

SK

SK

PL


TOWER B

TOWER C

2.2. PLANNING OF TRAFFIC MANAGEMENT

Legend :

Taffic arrow

Temporary Road and parking

Guard House

In Coming project vehicle through main gate G1 and out with G2

IN G1OUT G2


2.3.1. SECTION OF WORK - BASEMENT FL

2. 3. PLANNING OF PROJECT EXECUTION

PODIUM (BASEMENT 3 TO GROUND FLOOR) IS DIVIDED INTO 18 SECTIONS + P1 to P18

P1

P2

P4

P3

P5

P7

P6

P8

P11

P10

P13

P12

P14

P15

P16

P17

P18


TOWER B AND TOWER C ARE DIVEDED INTO 2 SECTIONS

2.3.2. SECTION OF WORK - TOWER B & C

TOWER B = 2 SECTIONS = B1 & B2

TOWER C = 2 SECTIONS = C1 & C2

C.1

C.2 B.1

B.2

TOWER B

TOWER C


2.3.3. SUPERVISORY WORKING ZONE

TOWER B

TOWER C

PODIUM B

PODIUM C

P M

Q C

Produck Project Manager (PPM)

TOWER B

PODIUM B

Produck Project Manager (PPM)

TOWER C

PODIUM C

SUPERVISOR

LABOUR

SUPERVISOR

LABOUR


AREA 1

AREA 2

2. 4 PLANING HEALTH AND SAFETY PLAN

2.4.1. LAY OUT OF SAFETY DECK Legend :

: Safety Deck

(Around building)

: Temporary project fence


Terminal

TERMINAL

WF 10

LIFTING HOOK

SLING

PIPE SUPPORT

RAILLING D16

CHECKER PLATEWF 10

NOTE : Terminal capacity 2 Ton

CHECKER PLATE

2500

2500

SAFETY DECK

Pipe 2”

hinge

plywood 12MM

SLING

LIFTING HOOK

HARMONIKA mesh

2.4.2. SAFETY DECK, SAFETY NET & MATERIAL TERMINAL

Safety Deck

Safety Net


Safety Net

Safety Net

Safety Net

Safety Net

Safety Net

Safety Net

Safety Net

CONSTRUCTION WORK COVERING

CONSIST OF :

3.1. EARTH WORKS

3.2. SUB STRUCTURE WORKS (MASS POND)

3.3. UPPER STRUCTURE WORKS

3.4. ARCHITECTURE WORKS

3.5. MEP WORK ( PLUMBING WORK)

Beyond Construction



3.1.A. EXCAVATION METHOD – STAGE.1

III.1. EARTH WORKS

Excavators : 4 units

Production cap. : 360 m3/day/unit

Volume of excavation : 36.000 M3

Duration of work :

= 36.000 / (4 x 360 )

= work days

~ 25 work days

Temporary ramp

II

I

Galian Tahap I :

1. Area jalan kerja

2. Area Pondasi TC 2 & Tc 3

3. Area MAT Foundation tower C

& tower B

Galian Tahap II :

Area Podium

Critical Work Ground

Anchor (section No. II)

Cont. Pile With Ground Anchor


AS Z.B

EL+2750

EL+5850

EL+2750

EL+2750

2500

3100

3100

4200

BSM-3

BSM-2

BSM-1

GROUND FLOOR

12000

GALIAN TANAH TAHAP II GALIAN TANAH TAHAP I

MATFOUNDATION TOWER C

PRIORITAS GALIAN MATFOUNDATION TOWER AREASECTION - 1

TOWER AREAPODIUM AREA

TC-1

5000 1000

2500

3100

3100

4200

EL+2750

EL+5850

EL+2750

EL+2750

TOWER AREA

AS 21 AS 22

1 : 1

TC. FOUNDATION

AS TC

BSM-3

BSM-2

BSM-1

GROUND FLOOR

EL+10000CAPPING BEAM

RENCANA ANCHOR GROUND

EL VAR.10

400

4000

MATFOUNDATION TOWER B

PRIORITAS GALIAN MATFOUNDATION TOWER AREASECTION - 2

CRITICAL WORK GROUND ANCHOR & CAPPING BEAM( LIHAT METHODE GROUND ANCHOR & CAPPING BEAM )

4000

8000 1000

Critical Work Ground Anchor


3.1.B. EXCAVATION METHOD – STAGE.2 ( AFTER POURING MASS POND )

Temporary ramp


Terassiring

Terassiring



Bsmt.3 Elev

Sumpit & Gutter W / Sum pump to drain to river

1:2

1:2

PLESTER KAMPROT

3.1.C. ”TERASSIRING” METHOD ( W/ DRAIN FOR WATER RIVER INFILTRATION )


D6

D5

D3

D4

D1

D2

= Sumur Dewatering

R1

R2

= Sumur Recharge

Keterangan :

- Sumur dewatering yang digunakan= 6 ttk dengan kedalaman 32 M ( D1 s/d D6 )

- Kapasitas pompa = 2 PK

- Sumur Recharge = 2 ttk ( R1 & R2 )

- Penempatan sumur dewatering berada di dalam basement ( lihat gbr )

3.1.D. DEWATERING METHOD

Dasar galian

Pipa naik Pipa naik

Submersible pump

Sumur ø 20 cm

5 m

1 m

DETAIL DEWATERING DETAIL DEWATERING GALIAN TANAHGALIAN TANAH

Sumur Recharge

S D

Selokan

S D


PEKERJAAN PENUTUPAN SUMUR DEWATERING

Setelah sumur Dewateing tidak digunakan kembali. Maka lubang sumur tersebut hars segera ditutup. Penghentian pekerjaaan dewatering dilaksanakan setelah beban up lift akibat air tanah telah seimbangdengan berat konstruksi, Adapaun konstruksi penutuoan sumur sbb;


Pekerjaan ground anchor meliputi 5 tahapan pekerjaan, yaitu :

1. Coring

2. Drilling

3. Adukan Grouting&Fabrikasi Kabel

4. Installasi Kabel

5. Stressing

1. Coring2. Drilling3. Fabrikasi4. Installasi & Grouting5. Stressing

1

2

3

45

Ilustrasi Pemasangan


Beyond Construction

Jl. Iskandarsyah Raya No. 65 A-B Jakarta Selatan 12160 Telp. (021) 72788050-Fax. (021) 72788051


JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

I SUB STRUKTURTOWER B & C

- Mass Foundation - Basement 3, 2, 1 - Ground Floor s/d Lt. 10 - Lt. 11 s/d Lt. 20 - Lt. 21 s/d Lt. 35

II PODIUM

- Basement 3 - Basement 2 - Basement 1 - Ground Floor

III FAÇADE BANGUNAN

- GF s/d Lt. 9

- Lt. 10 s/d 18

- Lt. 19 s/d 27

- Lt. 28 s/d 31

2010VOLUMEITEMNO

2008 2009

45 hr26 hr

60 hr70 hr

118 hr

120 hr

MILESTONE THE PAKUBUWONO VIEW


ATAP 271 274 277LT. 35 264 267 270

LT. 34 257 260 263

LT. 33 250 253 256 250 253 ROOF

LT. 32 243 246 249 243 246 LT. 32

LT. 31 236 239 242 236 239 LT. 31

LT. 30 229 232 235 229 232 LT. 30

LT. 29 222 225 228 222 225 LT. 29

LT. 28 215 218 221 215 218 LT. 28

LT. 27 208 211 214 208 211 LT. 27

LT. 26 201 204 207 201 204 LT. 26

LT. 25 194 197 200 194 197 LT. 25

LT. 24 187 190 193 187 190 LT. 24

LT. 23 180 183 186 180 183 LT. 23

LT. 22 173 176 179 173 176 LT. 22

LT. 21 166 169 172 166 169 LT. 21

LT. 20 159 162 165 159 162 LT. 20

LT. 19 152 155 158 152 155 LT. 19

LT. 18 145 148 151 145 148 LT. 18

LT. 17 138 141 144 138 141 LT. 17

LT. 16 131 134 137 131 134 LT. 16

LT. 15 124 127 130 124 127 LT. 15

LT. 14 117 120 123 117 120 LT. 14

LT. 13 110 113 116 110 113 LT. 13

LT. 12 103 106 109 103 106 LT. 12

LT. 11 96 99 102 96 99 LT. 11

LT. 10 89 92 95 89 92 LT. 10

LT. 9 82 85 88 82 85 LT. 9

LT. 8 75 78 81 75 78 LT. 8

LT. 7 68 71 74 68 71 LT. 7

LT. 6 61 64 67 61 64 LT. 6

LT. 5 54 57 60 54 57 LT. 5

LT. 4 47 50 53 47 50 LT. 4

LT. 3 40 43 46 40 43 LT. 3

LT. 2 33 36 39 33 36 LT. 2

GROUND FLOOR 26 29 32 26 29 GROUND FLOOR (PODIUM)

BS 1 19 22 25 19 22 BS 1

BS 2 12 15 18 12 15 BS 2

BS 3 - 3 6 - 3 BS 3

PODIUM

TOWER C TOWER B

TOWER B AND TOWER C ARE DIVEDED INTO 2 & 3 SECTIONS

PEMBAGIAN ZONE

TOWER B = 2 SECTIONS = B1 & B2

TOWER C = 2 SECTIONS = C1, C2 & C3

B.1 B.2

TOWER B


C.1

C.2

C.3

TOWER C

ZONE 1ZONE 2

ZONE 3

ZONE 4

ZONE 4

ZONE 1

ZONE 2

ZONE 3

PODIUM

PODIUM = 8 SECTIONS.

pakubuwono final

Documents

b jakarta selatan

iskandarsyah raya

lt tower b

tbkdivisi konstruksi

construction management

construction washing

tower b3

project data