More Related Content
What's hot
What's hot (20)
Viewers also liked
Viewers also liked (12)
Similar to Method Statement Kota Kasablanka 3
Similar to Method Statement Kota Kasablanka 3 (20)
Method Statement Kota Kasablanka 3
- 2. 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
- 3. PROJECT LOCATION CONSTRUCTION EXECUTION PLAN Legend : 1. Puri Casablanca 2. Park Lane Hotel 3. Wisma Staco Jl. Dr. Saharjo KOTA KASABLANKA 3 65 1 3 4 2 3. Wisma Staco 4. Kota Kasablanka 1 & 2 5. Apartment Casablanca 6. Casablanca Mansion Jl. KH. Abdullah Syafei Jl. Casablanca Raya Jl. Prof. Dr. Soepomo 3 2MEGA KUNINGAN
- 4. DETAIL PROJECT LOCATION CONSTRUCTION EXECUTION PLAN 4 2B C PROJECT NAME: KOTA KASABLANKA 3 CLIENT : PT ELITE PRIMA HUTAMA PROJECT LOCATION: PROJECT LOCATION 1 3 2 A B C PROJECT LOCATION: JL. KASABLANKA KAV. 88 MENTENG DALAM, TEBET, JAKARTA SELATAN STORIES : 5 BASEMENT 2 PODIUM 3 TOWER ( 2 TOWER APARTMENT, 42 FLOORS 1 TOWER OFFICE, 41 FLOORS) SITE AREA : ± 27.011 m² GROSS 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 & SUBCONT 2. STOCK YARD 3. BATCHING PLAN 4. LABOUR BARRACK
- 5. EXISTING CONDITION CONSTRUCTION EXECUTION PLAN 27 MARCH 2015 A B C D D A B C D A B C
- 6. EXISTING CONDITION CONSTRUCTION EXECUTION PLAN 27 MARCH 2015 A D DA A B B C D C D A B C
- 7. EXISTING CONDITION CONSTRUCTION EXECUTION PLAN 27 MARCH 2015 AB C D D A B C D A B C
- 8. EXISTING CONDITION CONSTRUCTION EXECUTION PLAN 27 MARCH 2015 A B D D A A B C C D A B C
- 9. 03 CONSTRUCTION EXECUTION PLAN I Site Organization Chart II Site Plan III Heavy Equipment PlanIII Heavy Equipment Plan Construction Method 1. Milestone Schedule 2. Zoning Plan 3. Structural Work Method 4. QA / QC Plan
- 10. 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 Arch. Chief Supervisor Arch. Chief Supervisor 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 Description Korean Local 합계 LOTTE JO Totalindo & JO 소장 PM 1 1
- 11. SITE PLAN CONSTRUCTION EXECUTION PLAN Access road REBAR FABRICATION AND REBAR STOCK PROTECTION ROAD WAY Conc’ pump SUBCO NT SIT E OFFIC E (300m2 EXISTING BUILDING BATCHING PLANT CONTRACTOR SITE OFFICE STOCK AREA CANTEEN 600 m2 LABOUR CAMP 1 1500 m2 BT.SLAB B5 Elv.-3.3m BOTTOM RAFT Elv.-5.9 Elv.-5.9 Elv.-5.9 REBAR FABRICATION AND REBAR STOCK Elv.-3.3 Elv.-3.3 Conc’ pump Conc’ pump Conc’ pump Existing (300m2 ) BUILDING SITE OFFICE TEMPORARY FENCE BASEMENT LINE TEMPORARY ACCESS ROAD LABOUR CAMP CONTRACTOR SITE OFFICE STOCK AREA CONCRETE BATCHING PLANT CANTEEN
- 12. SITE PLAN CONSTRUCTION EXECUTION PLAN Access road F/W FABRICATION REBAR FABRICATION PROTECTION ROAD WAY Conc’ pump SUBCO NT SIT E OFFIC E (300m2EXISTING BATCHING PLANT CONTRACTOR SITE OFFICE STOCK AREA CANTEEN 600 m2 LABOUR CAMP 1 1500 m2 GF GF TYP. FLOOR TYP. FLOOR TYP. FLOOR B4 B4 GF Conc’ pump Conc’ pump Existing (300m2 ) EXISTING BUILDING SITE OFFICE TEMPORARY FENCE BASEMENT LINE TEMPORARY ACCESS ROAD LABOUR CAMP CONTRACTOR SITE OFFICE STOCK AREA CONCRETE BATCHING PLANT CANTEEN REBAR FABRICATION REBAR FABRICATION AND REBAR STOCK
- 13. CONSTRUCTION EXECUTION PLAN III TC #3 R =50M TC #5 R =50M Expected Max. Lifting Weight DESCRIPTION Lifting Item Weight FORM-WORK Wall 2.0 Ton Column 1.5 Ton TC #1 R =45M TC #2 R =50M TC #4 R =50M R =50M TC #6 R =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 REBAR Bundle 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
- 15. III CONSTRUCTION EXECUTION PLAN MH#3 MH#4 MH#5 MH#6 TOWER 3 TC3 TC5 MH#1 Note : MH = Material Hoist TOWER 1 MH#2 MH#3 MH#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
- 16. III CONSTRUCTION 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
- 18. CONSTRUCTION METHOD 2 Footprint tower is the priority area Basement Line Note: ZONNING SUBSTRUCTUREZONNING SUBSTRUCTURE Zone 1 8,115m2 Zone 3 5,742m2 Tower 1 Tower 3 Tower 2 Zone 2 3,758m2 Footprint tower is the priority area Note: ♦ Zoning area of sub-structure work is divided into 3 zones: Zone 1 : Area Tower 1, 8115 m² Zone 2 : Area Tower 3, 3758 m² Zone 3 : Area Tower 2, 5742 m² Footprint tower is the priority area the priority area
- 19. 2 CONSTRUCTION METHOD Note: ♦ Zoning area of super- structure work is divided into several zones Area Tower 1 : 2100 m² Zone 1, 325 m²Zone 1, 325 m² Zone 2, 256 m² Zone 3, 469 m² Zone 1’, 325 m² Zone 2’, 256 m² Zone 3’, 469 m² Area Tower 2 : 2294 m² Zone 1, 453 m² Zone 2, 465 m² Zone 3, 448 m² Zone 4, 421 m² 3’3’ 2’2’ 1’1’ 11 22 4433 11 22 44 33 55 ZONNING SUPER STRUCTUREZONNING SUPER STRUCTURE TOWER 3TOWER 3TOWER 3TOWER 3 TOWER 2TOWER 2TOWER 2TOWER 2 Zone 4, 421 m² Zone 5, 505 m² Area Tower 3 : 1337 m² Zone 1, 322 m² Zone 2, 353 m² Zone 3, 340 m² Zone 4, 322 m² 33 22 11 TOWER 1TOWER 1TOWER 1TOWER 1
- 20. 3 CONSTRUCTION METHOD Access road ZONE ACTIVITIES TOWER 1 - Detail Excavation for raft, cutting bore pile, Conc’ Foundation TC1 Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING Conc’ Foundation TC1 TOWER 3 - Bulk Excavation (by Owner) TOWER 2 - Bulk Excavation (by Owner)TC1 Tower 1 Tower 3 Tower 2
- 21. 3 CONSTRUCTION METHOD Access road ZONE ACTIVITIES TOWER 1 - Excavation for raft, cutting bore pile, Install TC1 & TC2, Conc’ Lift Pit, Install rebar for raft foundation Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING rebar for raft foundation TOWER 3 - Bulk Excavation (by Owner) TOWER 2 - Bulk Excavation (by Owner)TC1 TC2 LIFT PIT LIFT PIT Tower 1 Tower 3 Tower 2 LIFT PIT
- 22. 3 CONSTRUCTION METHOD Access road ZONE ACTIVITIES TOWER 1 - Excavation for raft foundation completed, Install rebar for raft foundation continued Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING foundation continued TOWER 3 - Excavation (by Owner) TOWER 2 - BExcavation (by Owner)TC1 TC2 TC1 Tower 1 Tower 3 Tower 2 RAFT FOUNDATION
- 23. 3 CONSTRUCTION METHOD Access road ZONE ACTIVITIES TOWER 1 - Raft Foundation completed, B5 columns in progress, GWT in progress Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING 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 TOWER 2 - Bulk Excavation (by Owner) TC1 TC2 B5 Tower 1 Tower 3 Tower 2
- 24. 3 CONSTRUCTION METHOD Access road ZONE ACTIVITIES TOWER 1 - B4 slab in progress, GWT in B5 completed, B4 column in progressB5 TC3 Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING Podium Outer Tower 1 - 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 TOWER 2 - Bulk Excavation (by Owner) B5 TC1 TC2 B5 B4 TC4 Tower 1 Tower 3 Tower 2 B4 RAFT FOUNDATION
- 25. 3 CONSTRUCTION METHOD Access road ZONE ACTIVITIES TOWER 1 - B4 slab completed, B3 slab & column in progress,B5 TC3 TC5 Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING TOWER 3 - Lift pit completed, Install rebar for raft foundation TOWER 2 - Excavation for raft & cutting bored pile, install TC 5 and TC 6B5 TC1 TC2 B5 B3 TC4 B4 TC6 Tower 1 Tower 3 Tower 2 RAFT FOUNDATION B3
- 26. 3 CONSTRUCTION METHOD Access road ZONE ACTIVITIES TOWER 1 - B3 slab completed, B2 slab & column in progress,B5 TC3 B5 STP TC5 Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING TOWER 3 - Raft foundation completed, STP in progress, B5 column in progress, Podium Outer Tower 3 - Excavation for pile cap & cutting bored pile, B5 Slab in progress TOWER 2 - Conc’ lift pit, install rebar for raft foundation in progress. B5 TC1 TC2 B5 B2 TC4 B3 TC6 B2 B5 Tower 1 Tower 3 Tower 2 B2 RAFT FOUNDATION B5B5
- 27. 3 CONSTRUCTION METHOD Access road ZONE ACTIVITIES TOWER 1 - B1 slab completed, GF slab in progress,B5 TC5 B5 B4 TC3 B5 Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING Podium Outer Tower 1 - B4 and B3 slab in progress TOWER 3 - B4 slab completed, Podium Outer Tower 3 - B5 slab completed TOWER 2 - Raft foundation completed B4 TC1 TC2 B3 B2 B1 TC6 GF B5 B4 RAFT FOUNDATION TC4B5 Tower 1 Tower 3 Tower 2 GF B4 B1 B4 B5 RAFT FOUNDATION
- 28. 3 CONSTRUCTION METHOD Access road B5 TC3 B5 B5 B4 L2GF TC5 B4B5 ZONE ACTIVITIES TOWER 1 - Level 9 slab completed, Level 10 & 11 slab in progress, Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING GF TC1 GF GF TC2 B5 L11 L9 L10 L2 B4 GF TC6 B4 TC4 B3 B5 B5 B5 Podium Outer Tower 1 - GF slab completed Podium Tower 1 -3 - B4 slab in progress, TOWER 3 - GF slab completed, Level 2 slab in progress Podium Outer Tower 3 - B4 slab in progress TOWER 2 - B4 slab completed, B3 slab in progress Podium Tower 1 Tower 3 Tower 2 GF Level 2 Podium Outer Tower 3 - B5 slab complete B3 Level 11 Level 10 B5 B5
- 29. 3 CONSTRUCTION METHOD ZONE ACTIVITIES TOWER 1 - Roof slab completed, Lift Motor Room Completed, TC3 TC2 L2 TC5 TC4 GF GF GFL26 Access road L25 L39 L38 L37 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 1 Tower 3 Tower 2 ROOF Existing SUB CON T SI TE O FFIC E (300 m2) EXISTING BUILDING GF TC1 GF TC6 TC4 L27 LMRLMR Level 39 Level 38 ROOF ROOF GF Level 37 Level 38 Level 27 Level 26 GF GF
- 30. 3 CONSTRUCTION METHOD ZONE ACTIVITIES TOWER 1 - Finishing work in progress TC3 TC2 L2 TC5 GF GFL37 Access road L36 ROOF 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 Tower 1 Tower 3 Tower 2 ROOF Existing SUB CON T SI TE O FFIC E (300 m2) EXISTING BUILDING GF GF TC6 L38 LMRLMR Level 38Level 37 ROOF ROOF TC1 TC4L2 L2 ROOF LMRLMR L2 L2 GF FINISHING WORK
- 31. 3 CONSTRUCTION METHOD ZONE ACTIVITIES TOWER 1 - Finishing work in progress TC3 L2 TC6 TC5 GF GF Access road ROOF ROOF TC4 L3 L3 ROOF TOWER 3 - Finishing work in progress TOWER 2 - Roof slab completed, Lift Motor Room Completed Podium - L3 slab completed Tower 1 Tower 3 ROOF LMRLMR ROOF ROOF LMRLMR Existing SUB CON T SI TE O FFIC E (300 m2) EXISTING BUILDING GF GF TC6 ROOF ROOF L3 LMR LMR Tower 2 L3 L3 GF FINISHING WORK FINISHING WORK
- 32. CONSTRUCTION METHOD 3 Thermocouple posisition Thermocouple Plan Existing SUBCO NT SIT E OFFI CE (300m2 ) EXISTING BUILDING Bottom Slab B5 Elv.-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
- 33. 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
- 34. 3 ME installation Thermocouple installation Starter bar inspection CONSTRUCTION METHOD Cold-joint installationProtective Tent installation
- 35. 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
- 36. 3 CONSTRUCTION METHOD 1 2 3 4 5
- 37. 3 CONSTRUCTION METHOD 6 87 9 10
- 38. 3 CONSTRUCTION METHOD ZONE 1’ 9 TABLES ZONE 1 9 TABLES Slab conc’: Zone 1 = ± 110.5 m³ Zone 2 = ± 84.5 m³ Zone 3 = ± 155 m³ ZONE 2’ 7 TABLES ZONE 2 7 TABLES Zone 3 = ± 155 m³ Zone 1’ = ± 110.5 m³ Zone 2’= ± 84.5 m³ Zone 3’= ± 155 m³ ZONE 3’ 12 TABLES ZONE 3 12 TABLES CONVENSIONAL CONVENSIONAL
- 39. 3 CONSTRUCTION METHOD Typical Elevation Table Tower 1 Typical Section Table Tower 1
- 40. 3 CONSTRUCTION METHOD ZONE 1 9 TABLES ZONE 2 7 TABLES ZONE 4 9 TABLES ZONE 3 7 TABLES Slab conc’: Zone 1 = ± 106 m³ Zone 2 = ± 117 m³ Zone 3 = ± 112 m³ Zone 4 = ± 106 m³
- 41. 3 CONSTRUCTION METHOD Typical Elevation Table Tower 3 Typical Section Table Tower 3
- 42. 3 CONSTRUCTION METHOD Slab conc’: Zone 1 = ± 150 m³ Zone 2 = ± 153.5 m³ Zone 3 = ± 147.8 m³ Zone 4 = ± 138.93 m³Zone 4 = ± 138.93 m³ ZONE 2 7 TABLES ZONE 1 7 TABLES CONVENSIONAL ZONE 3 7 TABLES ZONE 4 8 TABLES
- 43. 3 CONSTRUCTION METHOD Typical Elevation Table Tower 2 Typical Section Table Tower 2
- 44. 3 CONSTRUCTION METHOD 1st Set 2nd Set 3rd Set 1st Set
- 45. 3 Note: Concrete mold for column and shearwall are using Aluma Beam, Steel waler and plywood 18mm double film CONSTRUCTION METHOD Typical Shear wall Shear wall type SW40A & SW35A
- 46. 03 Note: CONSTRUCTION METHOD Note: This the illustrations when the Table Form Flying next to the upper floors, very easy and fast
- 47. 03 CONSTRUCTION METHOD Note: Aluma Table Form is often calledAluma Table Form is often called Flying Table because when the table stripped out to next floor is lifted by tower crane, making it very fast for the cycle time floor to the next floor
- 48. QA / QC PLAN 4 Shop Drawing &Shop Drawing & Material SubmissionMaterial Submission Method of Construction (Trade)Method of Construction (Trade) Method Briefing &Method Briefing & Training to WorkersTraining to Workers Method Briefing &Method Briefing & Training to WorkersTraining to Workers Trade DemonstrationTrade Demonstration (Mock Up)(Mock Up) Trade DemonstrationTrade 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
- 49. 04 SAFETY PROTECTION 01 Building Protection
- 53. 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
- 55. 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
- 56. Building Protection 01 SAFETY NET DI LIFT SAFETY VOID
- 57. 05 HSE MANAGEMENT PLAN 01 Certificate 02 Safety Plan