Item Crash

PEKERJAANBOBOT LINTASAN KRITIS

ALTENATIF PERCEPATAN KETNORMAL CRASH NORMAL CRASH

Jan-09DESIGN 0.02 0.00 √ LEMBUREXCAVATION 0.01 0.00 √ SUBKONPILLING 0.4 0.96 √ SUBKONSUB-STRUCTURE 0.3 0.36 √ LEMBURPRELIMINARIES 0.21 0.23 √

Feb-09DESIGN 0.02 0.00 √ LEMBUR PEK. GWT ROOM 2 NO SUDAH MULAI (PRESTASI 0.01)EXCAVATION 0.01 0.00 √ SUBKON PEK. STP ROOM 2 NO SUDAH MULAI (PRESTASI 0.01)PILLING 0.4 0.40 √ SUBKONSUB-STRUCTURE 0.3 0.78 √ LEMBURPRELIMINARIES 0.21 0.23 √

Mar-09DESIGN 0.02 0.04 √ LEMBUREXCAVATION 0.01 0.03 √ SUBKONPILLING 0.4 0.73 √ SUBKON PEK. SUMP PIT SUDAH MULAI (PRESTASI 0.01)SUB-STRUCTURE 0.3 0.38 √ LEMBUR PRESTASI GWT ROOM 2 NO+STP ROOM 2 NO (0.04)PRELIMINARIES 0.21 0.24 √

Apr-09DESIGN 0.02 0.01 √ LEMBUR PEK. SUP STRUKTUR TWR A (0.02)EXCAVATION 0.01 0.01 √ SUBKON PEK. SUP STRUKTUR TWR B (0.00)PILLING 0.4 0.17 √ SUBKON PEK. SUP STRUKTUR TWR G (0.02)BASEMENT STRUCTURE 0.3 0.10 √ LEMBUR PEK. GWT ROOM 2 NO (PRESTASI 0.00)FINISHING BASEMENT 0.02 0.00 √ PEK. STP ROOM 2 NO (PRESTASI 0.010ME & P BASEMENT 0.05 0.00 √ PEK. SUMP PIT(PRESTASI 0.00)PRELIMINARIES 0.21 0.24 √

May-09DESIGN 0.02 0.01 √ PENAMBAHAN SDM PEK. SUP STRUKTUR TWR G (0.05)EXCAVATION 0.01 0.00 √ SUBKONPILLING 0.4 0.02 √ SUBKONBASEMENT STRUCTURE 0.3 0.10 √ LEMBURFINISHING BASEMENT 0.02 0.00 √ME & P BASEMENT 0.05 0.00 √STRUCTURE TOWER 1(A) 0.49 0.13 √GWT ROOM 2NO 0.02 0.00 √SUMP PIT 0.004 0.00 √PRELIMINARIES 0.21 0.24 √

BULAN PENGAMATAN

PEK. SUP STRUKTUR TOWER A, B, G SUDAH MULAI (PRESTASI MASING-MASING 0.10, 0.09, 0.04)



Jun-09DESIGN 0.02 0.01 √ PENAMBAHAN SDM PEK. SUP STRUKTUR TWR G (0.58)EXCAVATION 0.01 0.00 √ SUBKONPILLING 0.4 0.38 √ SUBKONBASEMENT STRUCTURE 0.3 0.22 √ LEMBURFINISHING BASEMENT 0.02 0.00 √ME & P BASEMENT 0.05 0.00 √STRUCTURE TOWER 1(A) 0.49 0.64 √STRUCTURE TOWER 2(B) 0.54 0.55 √GWT ROOM 2NO 0.02 0.00 √SUMP PIT 0.004 0.00 √PRELIMINARIES 0.21 0.24 √

Jul-09DESIGN 0.02 0.00 √ PEK.FINISHING TWR A SUDAH MULAI (PRESTASI 0.02)EXCAVATION 0.01 0.01 √ SUBKONPILLING 0.4 0.04 √ SUBKONBASEMENT STRUCTURE 0.3 0.22 √ LEMBURFINISHING BASEMENT 0.02 0.00 √ME & P BASEMENT 0.05 0.00 √STRUCTURE TOWER 1(A) 0.49 0.74 √STRUCTURE TOWER 2(B) 0.54 0.69 √STRUCTURE TOWER 3(G) 0.54 0.64 √GWT ROOM 2NO 0.02 0.00 √STP ROOM 2 NO 0.03 0.00 √GARDU ROOM PLN 8 NO 0.03 0.00 √GENSET ROOM 0.004 0.00 √SUMP PIT 0.004 0.00 √PRELIMINARIES 0.21 0.24 √

Aug-09DESIGN 0.02 0.01 √ PEK.FINISHING TWR G SUDAH MULAI (PRESTASI 0.06)EXCAVATION 0.01 0.01 √ SUBKON PEK.ME & P TWR G SUDAH MULAI (PRESTASI 0.00.03)PILLING 0.4 0.04 √ SUBKON PEK. SUP STRUKTUR TWR D SUDAH MULAI (0.10)BASEMENT STRUCTURE 0.3 0.40 √ LEMBUR PEK. SUP STRUKTUR TWR C SUDAH MULAI (0.04)FINISHING BASEMENT 0.02 0.04 √ME & P BASEMENT 0.05 0.05 √STRUCTURE TOWER 1(A) 0.49 0.77 √FINISHING WORK TOWER 1(A) 0.33 0.18 √ME & P WORK TOWER 1(A) 0.24 0.04 √STRUCTURE TOWER 2(B) 0.54 0.77 √FINISHING WORK TOWER 2(B) 0.32 0.11 √ME & P WORK TOWER 2(B) 0.23 0.03 √STRUCTURE TOWER 3(G) 0.54 0.77 √GWT ROOM 2NO 0.02 0.01 √STP ROOM 2 NO 0.03 0.00 √GARDU ROOM PLN 8 NO 0.03 0.00 √GENSET ROOM 0.004 0.00 √SUMP PIT 0.004 0.00 √

BULAN PENGAMATAN

PRELIMINARIES 0.21 0.24 √



Sep-09DESIGN 0.01 0.00 √ PENAMBAHAN SDM PEKERJAAN PILING MASIH DIKERJAKAN (PRESTASI 0.05)EXCAVATION 0.01 0.00 √ SUBKON PEK FINISHING TWR G (PRESTASI 0.09)BASEMENT STRUCTURE 0.15 0.18 √ SUBKON PEK ME & P TWR G (PRESTASI 0.03)FINISHING BASEMENT 0.01 0.00 √ PEK. SUP STRUKTUR TWR C (0.15)ME & P BASEMENT 0.03 0.00 √STRUCTURE TOWER 1(A) 0.24 0.60 √FINISHING WORK TOWER 1(A) 0.17 0.07 √ME & P WORK TOWER 1(A) 0.12 0.04 √STRUCTURE TOWER 2(B) 0.27 0.45 √FINISHING WORK TOWER 2(B) 0.16 0.08 √ME & P WORK TOWER 2(B) 0.12 0.03 √STRUCTURE TOWER 3(G) 0.27 0.50 √STRUCTURE TOWER 4(D) 0.27 0.09 √GWT ROOM 2NO 0.01 0.04 √STP ROOM 2 NO 0.01 0.00 √GARDU ROOM PLN 8 NO 0.02 0.00 √GENSET ROOM 0.002 0.00 √SUMP PIT 0.002 0.00 √PRELIMINARIES 0.11 0.24 √

Oct-09DESIGN 0.02 0.03 √ PENAMBAHAN SDM PEKERJAAN PILING MASIH DIKERJAKAN (PRESTASI 0.14)EXCAVATION 0.01 0.01 √ SUBKONBASEMENT STRUCTURE 0.3 0.85 √ SUBKONFINISHING BASEMENT 0.02 0.00 √ME & P BASEMENT 0.05 0.00 √STRUCTURE TOWER 1(A) 0.49 0.73 √FINISHING WORK TOWER 1(A) 0.33 0.34 √ME & P WORK TOWER 1(A) 0.24 0.05 √STRUCTURE TOWER 2(B) 0.54 0.40 √FINISHING WORK TOWER 2(B) 0.32 0.14 √ME & P WORK TOWER 2(B) 0.23 0.14 √STRUCTURE TOWER 3(G) 0.54 0.60 √FINISHING WORK TOWER 3(G) 0.33 0.14 √ME & P WORK TOWER 3(G) 0.24 0.04 √STRUCTURE TOWER 4(D) 0.54 0.36 √STRUCTURE TOWER 5(C) 0.51 0.36 √STP M&E 0.09 0.00 √GWT ROOM 2NO 0.02 0.02 √STP ROOM 2 NO 0.03 0.08 √GARDU ROOM PLN 8 NO 0.03 0.00 √GENSET ROOM 0.004 0.00 √SUMP PIT 0.004 0.00 √PRELIMINARIES 0.21 0.24 √

BULAN PENGAMATAN



Nov-09DESIGN 0.02 0.01 √ PENAMBAHAN SDM

PEK. ME & P TOWER D SUDAH DIKERJAKAN (PRESTASI 0.04)BASEMENT STRUCTURE 0.3 0.53 √ SUBKONFINISHING BASEMENT 0.02 0.01 √

PEK. ME & P TOWER C SUDAH DIKERJAKAN (PRESTASI 0.05)ME & P BASEMENT 0.05 0.01 √STRUCTURE TOWER 1(A) 0.49 0.70 √ PEK. SUP STRUKTUR TWR F SUDAH MULAI (PRESTASI 0.44)FINISHING WORK TOWER 1(A) 0.33 0.56 √ PEK. SUP STRUKTUR TWR E SUDAH MULAI (PRESTASI 0.16)ME & P WORK TOWER 1(A) 0.24 0.56 √STRUCTURE TOWER 2(B) 0.54 0.44 √FINISHING WORK TOWER 2(B) 0.32 0.26 √ME & P WORK TOWER 2(B) 0.23 0.32 √STRUCTURE TOWER 3(G) 0.54 0.49 √FINISHING WORK TOWER 3(G) 0.33 0.10 √ME & P WORK TOWER 3(G) 0.24 0.40 √STRUCTURE TOWER 4(D) 0.54 0.44 √STRUCTURE TOWER 5(C) 0.51 0.64 √STP M&E 0.09 0.00 √GWT ROOM 2NO 0.02 0.02 √STP ROOM 2 NO 0.03 0.02 √GARDU ROOM PLN 8 NO 0.03 0.00 √GENSET ROOM 0.004 0.00 √PRELIMINARIES 0.21 0.24 √

Dec-09DESIGN 0.02 0.00 √ PENAMBAHAN SDM PEK.FINISHING TWR C SUDAH MULAI (PRESTASI 0.22)BASEMENT STRUCTURE 0.3 0.11 √ SUBKON PEK. ME & P TOWER C (PRESTASI 0.05)FINISHING BASEMENT 0.02 0.02 √ PEK. SUP STRUKTUR TWR F (PRESTASI 0.54)ME & P BASEMENT 0.05 0.01 √ PEK. SUP STRUKTUR TWR E (PRESTASI 0.33)STRUCTURE TOWER 1(A) 0.49 0.03 √FINISHING WORK TOWER 1(A) 0.33 0.42 √ME & P WORK TOWER 1(A) 0.24 0.38 √STRUCTURE TOWER 2(B) 0.54 0.78 √FINISHING WORK TOWER 2(B) 0.32 0.35 √ME & P WORK TOWER 2(B) 0.23 0.32 √STRUCTURE TOWER 3(G) 0.54 0.71 √FINISHING WORK TOWER 3(G) 0.33 0.09 √ME & P WORK TOWER 3(G) 0.24 0.40 √STRUCTURE TOWER 4(D) 0.54 0.54 √FINISHING WORK TOWER 4(D) 0.33 0.15 √ME & P WORK TOWER 4(D) 0.24 0.04 √STRUCTURE TOWER 5(C) 0.51 0.79 √STP M&E 0.09 0.05 √GWT ROOM 2NO 0.02 0.00 √STP ROOM 2 NO 0.03 0.02 √GARDU ROOM PLN 8 NO 0.03 0.00 √GENSET ROOM 0.004 0.00 √PRELIMINARIES 0.21 0.24 √

BULAN PENGAMATAN



Jan-10DESIGN 0.02 0.00 √ PENAMBAHAN SDM PEK.FINISHING TWR F SUDAH MULAI (PRESTASI 0.06)BASEMENT STRUCTURE 0.3 0.00 √ SUBKON

PEK. ME & P TOWER F SUDAH DIKERJAKAN (PRESTASI 0.10)FINISHING BASEMENT 0.02 0.02 √ME & P BASEMENT 0.05 0.04 √ PEK.FINISHING TWR E SUDAH MULAI (PRESTASI 0.06)STRUCTURE TOWER 1(A) 0.49 0.07 √

PEK. ME & P TOWER E SUDAH DIKERJAKAN (PRESTASI 0.09)FINISHING WORK TOWER 1(A) 0.33 0.30 √ME & P WORK TOWER 1(A) 0.24 0.38 √STRUCTURE TOWER 2(B) 0.54 0.26 √FINISHING WORK TOWER 2(B) 0.32 0.27 √ME & P WORK TOWER 2(B) 0.23 0.32 √STRUCTURE TOWER 3(G) 0.54 0.09 √FINISHING WORK TOWER 3(G) 0.33 0.28 √ME & P WORK TOWER 3(G) 0.24 0.40 √STRUCTURE TOWER 4(D) 0.54 0.55 √FINISHING WORK TOWER 4(D) 0.33 0.21 √ME & P WORK TOWER 4(D) 0.24 0.16 √STRUCTURE TOWER 5(C) 0.51 0.63 √FINISHING WORK TOWER 5(C) 0.33 0.21 √ME & P WORK TOWER 5(C) 0.24 0.16 √STRUCTURE TOWER 6(F) 0.54 0.55 √STP M&E 0.09 0.05 √STP ROOM 2 NO 0.03 0.02 √GARDU ROOM PLN 8 NO 0.03 0.00 √GENSET ROOM 0.004 0.01 √PRELIMINARIES 0.21 0.24 √

BULAN PENGAMATAN



Feb-10BASEMENT STRUCTURE 0.3 0.00 √ PENAMBAHAN SDM PEK.FINISHING TWR F (PRESTASI 0.13)FINISHING BASEMENT 0.02 0.06 √ PEK. ME & P TOWER F (PRESTASI 0.10)ME & P BASEMENT 0.05 0.11 √ PEK.FINISHING TWR E (PRESTASI 0.12)STRUCTURE TOWER 1(A) 0.49 0.08 √ PEK. ME & P TOWER E (PRESTASI 0.09)FINISHING WORK TOWER 1(A) 0.33 0.29 √ PEK. GWT ROOM 2 NO (PRESTASI 0.01)ME & P WORK TOWER 1(A) 0.24 0.38 √STRUCTURE TOWER 2(B) 0.54 0.17 √FINISHING WORK TOWER 2(B) 0.32 0.35 √ME & P WORK TOWER 2(B) 0.23 0.32 √STRUCTURE TOWER 3(G) 0.54 0.11 √FINISHING WORK TOWER 3(G) 0.33 0.32 √ME & P WORK TOWER 3(G) 0.24 0.40 √STRUCTURE TOWER 4(D) 0.54 0.68 √FINISHING WORK TOWER 4(D) 0.33 0.23 √ME & P WORK TOWER 4(D) 0.24 0.16 √STRUCTURE TOWER 5(C) 0.51 0.61 √FINISHING WORK TOWER 5(C) 0.33 0.24 √ME & P WORK TOWER 5(C) 0.24 0.16 √STRUCTURE TOWER 6(F) 0.54 0.69 √STRUCTURE TOWER 7(E) 0.54 0.80 √ LEMBURSTP M&E 0.09 0.05 √GONDOLA MECHINE 0.002 0.00 √STP ROOM 2 NO 0.03 0.00 √GARDU ROOM PLN 8 NO 0.03 0.00 √GENSET ROOM 0.004 0.01 √PRELIMINARIES 0.21 0.24 √

BULAN PENGAMATAN



Mar-10BASEMENT STRUCTURE 0.3 0.00 √ PENAMBAHAN SDM PEK.FINISHING TWR E (PRESTASI 0.20)FINISHING BASEMENT 0.02 0.06 √ PEK. ME & P TOWER E (PRESTASI 0.19)ME & P BASEMENT 0.05 0.11 √ PEK. STP ROOM 2 NO (PRESTASI 0.01)FINISHING WORK TOWER 1(A) 0.33 0.34 √ GENSET ROOM (0.10)ME & P WORK TOWER 1(A) 0.24 0.09 √FINISHING WORK TOWER 2(B) 0.32 0.30 √ME & P WORK TOWER 2(B) 0.23 0.23 √STRUCTURE TOWER 3(G) 0.54 0.00 √FINISHING WORK TOWER 3(G) 0.33 0.26 √ME & P WORK TOWER 3(G) 0.24 0.07 √STRUCTURE TOWER 4(D) 0.54 0.60 √FINISHING WORK TOWER 4(D) 0.33 0.24 √ME & P WORK TOWER 4(D) 0.24 0.16 √STRUCTURE TOWER 5(C) 0.51 0.55 √FINISHING WORK TOWER 5(C) 0.33 0.24 √ME & P WORK TOWER 5(C) 0.24 0.03 √STRUCTURE TOWER 6(F) 0.54 0.54 √FINISHING WORK TOWER 6(F) 0.33 0.24 √ME & P WORK TOWER 6(F) 0.24 0.31 √STRUCTURE TOWER 7(E) 0.54 0.49 √ LEMBURSTP M&E 0.09 0.00 √GONDOLA MECHINE 0.002 0.00 √PRELIMINARIES 0.21 0.24 √

BULAN PENGAMATAN



Apr-10FINISHING BASEMENT 0.02 0.06 √ DESIGN (PRESTASI 0.01)ME & P BASEMENT 0.05 0.04 √ PEK. GWT ROOM 2 NO (PRESTASI 0.01)FINISHING WORK TOWER 1(A) 0.33 0.34 √ PEK. STP ROOM 2 NO (PRESTASI 0.01)ME & P WORK TOWER 1(A) 0.24 0.32 √ GENSET ROOM (0.01)FINISHING WORK TOWER 2(B) 0.32 0.33 √ME & P WORK TOWER 2(B) 0.23 0.32 √FINISHING WORK TOWER 3(G) 0.33 0.26 √ME & P WORK TOWER 3(G) 0.24 0.10 √STRUCTURE TOWER 4(D) 0.54 1.02 √FINISHING WORK TOWER 4(D) 0.33 0.24 √ME & P WORK TOWER 4(D) 0.24 0.38 √STRUCTURE TOWER 5(C) 0.51 0.75 √FINISHING WORK TOWER 5(C) 0.33 0.24 √ME & P WORK TOWER 5(C) 0.24 0.41 √STRUCTURE TOWER 6(F) 0.54 0.84 √FINISHING WORK TOWER 6(F) 0.33 0.30 √ME & P WORK TOWER 6(F) 0.24 0.31 √STRUCTURE TOWER 7(E) 0.54 1.14 √ LEMBURFINISHING WORK TOWER 7(E) 0.33 0.21 √ LEMBURME & P WORK TOWER 7(E) 0.24 0.35 √ LEMBURGONDOLA MECHINE 0.002 0.00 √PRELIMINARIES 0.21 0.24 √

BULAN PENGAMATAN



May-10FINISHING BASEMENT 0.02 0.02 √ GENSET ROOM (0.01)ME & P BASEMENT 0.05 0.04 √FINISHING WORK TOWER 1(A) 0.33 0.34 √ME & P WORK TOWER 1(A) 0.24 0.17 √FINISHING WORK TOWER 2(B) 0.32 0.40 √ME & P WORK TOWER 2(B) 0.23 0.29 √FINISHING WORK TOWER 3(G) 0.33 0.35 √ME & P WORK TOWER 3(G) 0.24 0.36 √STRUCTURE TOWER 4(D) 0.54 0.13 √FINISHING WORK TOWER 4(D) 0.33 0.41 √ME & P WORK TOWER 4(D) 0.24 0.32 √STRUCTURE TOWER 5(C) 0.51 0.10 √FINISHING WORK TOWER 5(C) 0.33 0.45 √ME & P WORK TOWER 5(C) 0.24 0.35 √STRUCTURE TOWER 6(F) 0.54 0.66 √FINISHING WORK TOWER 6(F) 0.33 0.30 √ME & P WORK TOWER 6(F) 0.24 0.28 √STRUCTURE TOWER 7(E) 0.54 0.51 √ LEMBURFINISHING WORK TOWER 7(E) 0.33 0.48 √ LEMBURME & P WORK TOWER 7(E) 0.24 0.35 √ LEMBURGONDOLA MECHINE 0.002 0.00 √PRELIMINARIES 0.21 0.24 √

BULAN PENGAMATAN

Jun-10FINISHING BASEMENT 0.02 0.01 √ GARDU ROOM PLN 8 NO. BARU MULAI (PRESTASI 0.10)ME & P BASEMENT 0.05 0.03 √FINISHING WORK TOWER 1(A) 0.33 0.63 √ME & P WORK TOWER 1(A) 0.24 0.13 √FINISHING WORK TOWER 2(B) 0.32 0.76 √ME & P WORK TOWER 2(B) 0.23 0.17 √FINISHING WORK TOWER 3(G) 0.33 0.89 √ME & P WORK TOWER 3(G) 0.24 0.11 √FINISHING WORK TOWER 4(D) 0.33 0.10 √ME & P WORK TOWER 4(D) 0.24 0.74 √STRUCTURE TOWER 5(C) 0.51 0.18 √FINISHING WORK TOWER 5(C) 0.33 0.78 √ME & P WORK TOWER 5(C) 0.24 0.24 √STRUCTURE TOWER 6(F) 0.54 0.20 √FINISHING WORK TOWER 6(F) 0.33 0.76 √ME & P WORK TOWER 6(F) 0.24 0.24 √STRUCTURE TOWER 7(E) 0.54 0.05 √ LEMBURFINISHING WORK TOWER 7(E) 0.33 0.73 √ LEMBURME & P WORK TOWER 7(E) 0.24 0.24 √ LEMBURGONDOLA MECHINE 0.002 0.00 √PRELIMINARIES 0.21 0.24 √

Jul-10FINISHING BASEMENT 0.02 0.02 √ GARDU ROOM PLN 8 NO. (PRESTASI 0.12)ME & P BASEMENT 0.05 0.05 √FINISHING WORK TOWER 1(A) 0.33 0.10 √ME & P WORK TOWER 1(A) 0.24 0.13 √FINISHING WORK TOWER 2(B) 0.32 0.34 √ME & P WORK TOWER 2(B) 0.23 0.17 √FINISHING WORK TOWER 3(G) 0.33 0.47 √ME & P WORK TOWER 3(G) 0.24 0.14 √FINISHING WORK TOWER 4(D) 0.33 0.41 √ME & P WORK TOWER 4(D) 0.24 0.42 √FINISHING WORK TOWER 5(C) 0.33 0.36 √ME & P WORK TOWER 5(C) 0.24 0.39 √STRUCTURE TOWER 6(F) 0.54 0.16 √FINISHING WORK TOWER 6(F) 0.33 0.39 √ME & P WORK TOWER 6(F) 0.24 0.30 √STRUCTURE TOWER 7(E) 0.54 0.16 √ LEMBURFINISHING WORK TOWER 7(E) 0.33 0.36 √ LEMBURME & P WORK TOWER 7(E) 0.24 0.27 √ LEMBURGONDOLA MECHINE 0.002 0.00 √PRELIMINARIES 0.21 0.24 √

Aug-10FINISHING BASEMENT 0.02 0.01 √ PEK. STP M&E MASIH DIKERJAKAN (PRESTASI 0.14)ME & P BASEMENT 0.05 0.06 √ PEK. GWT ROOM 2 NO MASIH DI KERJAKAN (PRESTASI 0.02)FINISHING WORK TOWER 1(A) 0.33 0.09 √ME & P WORK TOWER 1(A) 0.24 0.14 √FINISHING WORK TOWER 2(B) 0.32 0.12 √

ME & P WORK TOWER 2(B) 0.23 0.15 √FINISHING WORK TOWER 3(G) 0.33 0.43 √ME & P WORK TOWER 3(G) 0.24 0.21 √FINISHING WORK TOWER 4(D) 0.33 0.14 √ME & P WORK TOWER 4(D) 0.24 0.14 √FINISHING WORK TOWER 5(C) 0.33 0.44 √ME & P WORK TOWER 5(C) 0.24 0.24 √STRUCTURE TOWER 6(F) 0.54 0.00 √FINISHING WORK TOWER 6(F) 0.33 0.18 √ME & P WORK TOWER 6(F) 0.24 0.11 √STRUCTURE TOWER 7(E) 0.54 0.00 √ LEMBURFINISHING WORK TOWER 7(E) 0.33 0.20 √ LEMBURME & P WORK TOWER 7(E) 0.24 0.13 √ LEMBURGONDOLA MECHINE 0.002 0.00 √PRELIMINARIES 0.21 0.24 √

√

BULAN PENGAMATAN PEKERJAAN LINTASAN KRITIS

Jan-09DESIGN √

EXCAVATION √

PILLING √

SUB-STRUCTURE √

PRELIMINARIESFeb-09

DESIGN √EXCAVATION √

PILLING √

SUB-STRUCTURE √

PRELIMINARIESMar-09

DESIGN √EXCAVATION √

PILLING √

SUB-STRUCTURE √

PRELIMINARIESApr-09

DESIGN √

EXCAVATION √PILLING √BASEMENT STRUCTURE √FINISHING BASEMENTME & P BASEMENTPRELIMINARIES

May-09DESIGN √

EXCAVATION √PILLING √

BASEMENT STRUCTURE √FINISHING BASEMENT

ME & P BASEMENTSTRUCTURE TOWER 1(A)

GWT ROOM 2NOSUMP PITPRELIMINARIES

Jun-09DESIGN √EXCAVATION √PILLING √BASEMENT STRUCTURE √FINISHING BASEMENTME & P BASEMENT

STRUCTURE TOWER 1(A)STRUCTURE TOWER 2(B)GWT ROOM 2NOSUMP PITPRELIMINARIES

Jul-09DESIGN √EXCAVATION √PILLING √BASEMENT STRUCTURE √FINISHING BASEMENTME & P BASEMENTSTRUCTURE TOWER 1(A)STRUCTURE TOWER 2(B)STRUCTURE TOWER 3(G)GWT ROOM 2NOSTP ROOM 2 NOGARDU ROOM PLN 8 NOGENSET ROOMSUMP PITPRELIMINARIES

Aug-09DESIGN √EXCAVATION √PILLING √BASEMENT STRUCTURE √FINISHING BASEMENTME & P BASEMENTSTRUCTURE TOWER 1(A)FINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)STRUCTURE TOWER 2(B)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)STRUCTURE TOWER 3(G)GWT ROOM 2NOSTP ROOM 2 NOGARDU ROOM PLN 8 NOGENSET ROOMSUMP PITPRELIMINARIES

Sep-09DESIGN √EXCAVATION √BASEMENT STRUCTURE √

FINISHING BASEMENTME & P BASEMENTSTRUCTURE TOWER 1(A)FINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)STRUCTURE TOWER 2(B)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)STRUCTURE TOWER 3(G)STRUCTURE TOWER 4(D)GWT ROOM 2NOSTP ROOM 2 NOGARDU ROOM PLN 8 NOGENSET ROOMSUMP PITPRELIMINARIES

Oct-09DESIGN √EXCAVATION √BASEMENT STRUCTURE √FINISHING BASEMENTME & P BASEMENTSTRUCTURE TOWER 1(A)FINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)STRUCTURE TOWER 2(B)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)STRUCTURE TOWER 3(G)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)STRUCTURE TOWER 4(D)STRUCTURE TOWER 5(C)STP M&EGWT ROOM 2NOSTP ROOM 2 NOGARDU ROOM PLN 8 NOGENSET ROOMSUMP PITPRELIMINARIES

Nov-09DESIGN √BASEMENT STRUCTURE √FINISHING BASEMENTME & P BASEMENT

STRUCTURE TOWER 1(A)FINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)STRUCTURE TOWER 2(B)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)STRUCTURE TOWER 3(G)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)STRUCTURE TOWER 4(D)STRUCTURE TOWER 5(C)STP M&EGWT ROOM 2NOSTP ROOM 2 NOGARDU ROOM PLN 8 NOGENSET ROOMPRELIMINARIES

Dec-09DESIGN √BASEMENT STRUCTURE √FINISHING BASEMENTME & P BASEMENTSTRUCTURE TOWER 1(A)FINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)STRUCTURE TOWER 2(B)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)STRUCTURE TOWER 3(G)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)STRUCTURE TOWER 4(D)FINISHING WORK TOWER 4(D)ME & P WORK TOWER 4(D)STRUCTURE TOWER 5(C)STP M&EGWT ROOM 2NOSTP ROOM 2 NOGARDU ROOM PLN 8 NOGENSET ROOMPRELIMINARIES

Jan-10DESIGN √BASEMENT STRUCTURE √FINISHING BASEMENT

ME & P BASEMENTSTRUCTURE TOWER 1(A)FINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)STRUCTURE TOWER 2(B)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)STRUCTURE TOWER 3(G)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)STRUCTURE TOWER 4(D)FINISHING WORK TOWER 4(D)ME & P WORK TOWER 4(D)STRUCTURE TOWER 5(C)FINISHING WORK TOWER 5(C)ME & P WORK TOWER 5(C)STRUCTURE TOWER 6(F)STP M&ESTP ROOM 2 NOGARDU ROOM PLN 8 NOGENSET ROOMPRELIMINARIES

Feb-10BASEMENT STRUCTURE √FINISHING BASEMENTME & P BASEMENTSTRUCTURE TOWER 1(A)FINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)STRUCTURE TOWER 2(B)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)STRUCTURE TOWER 3(G)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)STRUCTURE TOWER 4(D)FINISHING WORK TOWER 4(D)ME & P WORK TOWER 4(D)STRUCTURE TOWER 5(C)FINISHING WORK TOWER 5(C)ME & P WORK TOWER 5(C)STRUCTURE TOWER 6(F)STRUCTURE TOWER 7(E) √STP M&EGONDOLA MECHINE

STP ROOM 2 NOGARDU ROOM PLN 8 NOGENSET ROOMPRELIMINARIES

Mar-10BASEMENT STRUCTURE √FINISHING BASEMENTME & P BASEMENTFINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)STRUCTURE TOWER 3(G)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)STRUCTURE TOWER 4(D)FINISHING WORK TOWER 4(D)ME & P WORK TOWER 4(D)STRUCTURE TOWER 5(C)FINISHING WORK TOWER 5(C)ME & P WORK TOWER 5(C)STRUCTURE TOWER 6(F)FINISHING WORK TOWER 6(F)ME & P WORK TOWER 6(F)STRUCTURE TOWER 7(E) √STP M&EGONDOLA MECHINEPRELIMINARIES

Apr-10FINISHING BASEMENTME & P BASEMENTFINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)STRUCTURE TOWER 4(D)FINISHING WORK TOWER 4(D)ME & P WORK TOWER 4(D)STRUCTURE TOWER 5(C)FINISHING WORK TOWER 5(C)ME & P WORK TOWER 5(C)STRUCTURE TOWER 6(F)FINISHING WORK TOWER 6(F)

ME & P WORK TOWER 6(F)STRUCTURE TOWER 7(E) √FINISHING WORK TOWER 7(E) √ME & P WORK TOWER 7(E) √GONDOLA MECHINEPRELIMINARIES

May-10FINISHING BASEMENTME & P BASEMENTFINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)STRUCTURE TOWER 4(D)FINISHING WORK TOWER 4(D)ME & P WORK TOWER 4(D)STRUCTURE TOWER 5(C)FINISHING WORK TOWER 5(C)ME & P WORK TOWER 5(C)STRUCTURE TOWER 6(F)FINISHING WORK TOWER 6(F)ME & P WORK TOWER 6(F)STRUCTURE TOWER 7(E) √FINISHING WORK TOWER 7(E) √ME & P WORK TOWER 7(E) √GONDOLA MECHINEPRELIMINARIES

Jun-10FINISHING BASEMENTME & P BASEMENTFINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)FINISHING WORK TOWER 4(D)ME & P WORK TOWER 4(D)STRUCTURE TOWER 5(C)FINISHING WORK TOWER 5(C)ME & P WORK TOWER 5(C)STRUCTURE TOWER 6(F)FINISHING WORK TOWER 6(F)

ME & P WORK TOWER 6(F)STRUCTURE TOWER 7(E) √FINISHING WORK TOWER 7(E) √ME & P WORK TOWER 7(E) √GONDOLA MECHINEPRELIMINARIES

Jul-10FINISHING BASEMENTME & P BASEMENTFINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)FINISHING WORK TOWER 4(D)ME & P WORK TOWER 4(D)FINISHING WORK TOWER 5(C)ME & P WORK TOWER 5(C)STRUCTURE TOWER 6(F)FINISHING WORK TOWER 6(F)ME & P WORK TOWER 6(F)STRUCTURE TOWER 7(E) √FINISHING WORK TOWER 7(E) √ME & P WORK TOWER 7(E) √GONDOLA MECHINEPRELIMINARIES

Aug-10FINISHING BASEMENTME & P BASEMENTFINISHING WORK TOWER 1(A)ME & P WORK TOWER 1(A)FINISHING WORK TOWER 2(B)ME & P WORK TOWER 2(B)FINISHING WORK TOWER 3(G)ME & P WORK TOWER 3(G)FINISHING WORK TOWER 4(D)ME & P WORK TOWER 4(D)FINISHING WORK TOWER 5(C)ME & P WORK TOWER 5(C)STRUCTURE TOWER 6(F)FINISHING WORK TOWER 6(F)ME & P WORK TOWER 6(F)STRUCTURE TOWER 7(E) √FINISHING WORK TOWER 7(E) √

ME & P WORK TOWER 7(E) √GONDOLA MECHINEPRELIMINARIES

ALTENATIF PERCEPATAN

LEMBUR

SUBKON

SUBKON

LEMBUR

LEMBURSUBKON

SUBKON

LEMBUR

LEMBURSUBKON

SUBKON

LEMBUR

LEMBUR

SUBKONSUBKONLEMBUR/+ SDM

LEMBUR

SUBKONSUBKON

LEMBUR/ + SDM

LEMBUR/SUBKONSUBKONSUBKONLEMBUR/+ SDM

LEMBUR/SUBKONSUBKONSUBKONLEMBUR/ + SDM

LEMBUR/SUBKONSUBKONSUBKONLEMBUR/ + SDM

LEMBUR/SUBCONSUBKONLEMBUR/ + SDM

LEMBUR/SUBKONSUBKONLEMBUR/+ SDM

LEMBUR/SUBKONLEMBUR/+ SDM

PENAMBAHAN SDMLEMBUR/+ SDM

LEMBUR/SUBKONLEMBUR/+SDM

LEMBUR

+ SDM

LEMBUR

+ SDM

LEMBURSUBKONSUBKON

LEMBURSUBKONSUBKON

LEMBURSUBKONSUBKON

LEMBURSUBKONSUBKON

LEMBURSUBKON

SUBKON


KET TANGGAL RISALAH RAPATTINDAK LANJUT

NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI

Jan-09

DESIGN 0.02 0.00 √ + JAM KERJA 15-Jan-09 PIHAK KONSULTAN AKAN STAND BY DI SITE OFFICE TEP

EXCAVATION 0.01 0.00 √ SUBKON

PILLING 0.4 0.96 √ SUBKON 20-Jan-09 PROGRESS GALIAN BASEMENT

PT. TEPSUB-STRUCTURE 0.3 0.36 √ + SDM TOWER A : 95 %

PRELIMINARIES 0.21 0.23 √ TOWER B : 95 %

TOWER G : 95 %

6-Jan-09 PT. JHS, PT PPI CONTINUE

6-Jan-09CONTINUE

20-Jan-09 CONTINUE

20-Jan-09

20-Jan-09 PROGRESS PANCANG PT. TEP

TOWER A : 70 % = 315 TITIK

TOWER B : 35 % = 261 TITIK

TOWER C : 22 % = 106 TITIK

TOWER G : 30 % = 136 TITIK

20-Jan-09 JAM KERJA PEMANCANGAN DIUSAHAKAN MULAI DARI JAM 7.00 WIB PT. TEP CONTINUE

13-Jan-09 PT. MITRA SERVICE CRANE MULAI BEKERJA JAM 10.00 WIB

29-Jan-09 PEKERJAAN BASEMENT DIUTAMAKAN PADA TOWER PT. TEP, PT. PSA

20-Jan-09 PROGRESS GALIAN PC DAN T.BEAM

TOWER A : 20 %

TOWER B : 20 %

BOBOT 0.94 1.55 TOWER G : 20 %

CUMMULATIVE 2.3 3.14

BULAN PENGAMATA

NALTENATIF

PERCEPATAN

DIMINTA KEPADA PT. MITRA, PT. JHS, PT. PPI WAJIB HADIR PADA RAPAT KOORDINASI YANG DIADAKAN TIAP MINGGU PADA HARI SELASA JAM 14.00 WIB TANPA UNDANGAN

SUBCON DAN MAINCON AGAR LEBIH DITINGKATAKAN KOMUNIKASI DAN KOORDINASI AGAR TIDAK TERJADI KESALAHAN DILAPANGAN PT. JHS, PT PPI,

PT. TEP

SUBCON DAN MAINCON AGAR MENDATA MATERIAL PANCANG DARI DO YANG SUDAH DITERIMA BERAPA YANG SUDAH PRDUKSI DAN BERAPA YANG SUDAH TERKIRIM, KEKURANGAN AGAR DIBUATKAN SCHEDULE PENGIRIMAN

PT. JHS, PT PPI, PT. TEP

PT. MITRA HARUS MENAMBAH TEAM SURVEY UNTUK MEMENUHI KEBUTUHAN DILAPANGAN YANG SELAMA INI DIBANTU OLEH TEAM SURVEY PT. TEP PT. MITRA, PT.

TEP




Feb-09

DESIGN 0.02 0.00 √ + JAM KERJA PEK. GWT ROOM 2 NO SUDAH MULAI (PRESTASI 0.01)

EXCAVATION 0.01 0.00 √ SUBKON PEK. STP ROOM 2 NO SUDAH MULAI (PRESTASI 0.01) 3-Feb-09 PROGRESS GALIAN BASEMENT

PILLING 0.4 0.40 √ SUBKON TOWER A : 95 %

SUB-STRUCTURE 0.3 0.78 √ + JAM KERJA TOWER B : 95 %

PRELIMINARIES 0.21 0.23 √ TOWER G : 95 %

10-Feb-09 TOWER A DAN TOWER G GALIAN RAMP HARI KAMIS TGL 12 FEB 2009 SUDAH HARUS SELESAI

TOWER A DAN TOWER B GALIAN RAMP HARI MINGGU TGL 15 FEB 2009 SUDAH HARUS SELESAI

TOWER F GALIAN RAMP HARI SENIN TGL 16 FEB 2009 SUDAH HARUS SELESAI

TOWER B GALIAN RAMP MALAM INI SUDAH HARUS SELESAI

17-Feb-09 PT. TARRA DIMINTA AGAR SELALU ADA KONTAK YANG MENGAWASI GALIAN DAN PEMBERSIHANNYA

3-Feb-09

3-Feb-09 CONTINUE

3-Feb-09PT. JHS DAN PT. PPI AKAN MENGINFORMASIKAN KE PT. TEP APABILA MATERIAL YANG DIORDER BELUM ADA

3-Feb-09PROGRESS PANCANG PT. TEP

TOWER A : 70 % = 468 TITIK

TOWER B : 35 % = 436 TITIK

TOWER C : 22 % = 106 TITIK

TOWER G : 30 % = 417 TITIK

TOWER D : 30 % = 271 TITIK

17-Feb-09PT. TEP

3-Feb-09 PROGRESS GALIAN PC DAN T.BEAM PT. TEP

TOWER D : 30 % = 271 TITIK

TOWER B : 40 %

BOBOT 0.94 1.66 TOWER G : 30 %


BULAN PENGAMATA

NALTENATIF

PERCEPATAN

DIMINTA KEPADA PT. MITRA, PT. JHS, PT. PPI WAJIB HADIR PADA RAPAT KOORDINASI YANG DIADAKAN TIAP MINGGU PADA HARI SELASA JAM 14.00 WIB TANPA UNDANGAN

SUBCON DAN MAINCON AGAR MENDATA MATERIAL PANCANG DARI DO YANG SUDAH DITERIMA BERAPA YANG SUDAH PRDUKSI DAN BERAPA YANG SUDAH TERKIRIM, KEKURANGAN AGAR DIBUATKAN SCHEDULE PENGIRIMAN

PT. JHS, PT PPI, PT. TEP

PT. MITRA, PT. TEP

DIMINTA KEPADA PT. MITRA, PT. JHS, PT. PPI, PT. TARRA WAJIB HADIR PADA RAPAT KOORDINASI YANG DIADAKAN TIAP MINGGU PADA HARI SELASA JAM 14.00 WIB TANPA UNDANGAN




Mar-09

DESIGN 0.02 0.04 √ + JAM KERJA

EXCAVATION 0.01 0.03 √ SUBKON 10-Mar-09 PEKERJA PT. MITRA DIWJIBKAN MEMAKAI HELM DILAPANGAN PT. MITRA

PILLING 0.4 0.73 √ SUBKON PEK. SUMP PIT SUDAH MULAI (PRESTASI 0.01) 10-Mar-09 UNTUK KEBUTUHAN PANCANG TOWER C MASIH CONTINUE PT.JHS

SUB-STRUCTURE 0.3 0.38 √ + SDM PRESTASI GWT ROOM 2 NO+STP ROOM 2 NO (0.04) 10-Mar-09 GALIAN TANAH E DAN F AGAR SELESAI DALAM 1 MINGGU LAGI PT. TARRA

PRELIMINARIES 0.21 0.24 √ 17-Mar-09PT. TARRA DIMINTA AGAR SELALU ADA KONTAK YANG MENGAWASI GALIAN DAN PEMBERSIHANNYA

3-Mar-09 PT. TARRA MINTA DIBUATKAN SCHEDULE PENGIRIMAN TIANG PANCANG PT. TARRA CONTINUE

3-Mar-09 UNTUK KEBUTUHAN PANCANG TOWER D PANGIRIMAN MASIH CONTINUE

17-Mar-09

3-Mar-09 QC SELALU STANDBY SETIAP KALI ADA PENGECORAN + ME STORING

BOBOT 0.94 1.75 3-Mar-09 PT. KARYA BETON DIMINTA MENEMPATAKAN 1 SPV SETIAP PENGECORAN MULAI TGL 5 MAR 2009


Apr-09

DESIGN 0.02 0.01 √ + JAM KERJA PEK. SUP STRUKTUR TWR A (0.02) 8-Apr-09 PT. JAYA KENCANA

EXCAVATION 0.01 0.01 √ SUBKON PEK. SUP STRUKTUR TWR B (0.00)

PILLING 0.4 0.17 √ SUBKON PEK. SUP STRUKTUR TWR G (0.02) 21-Apr-09PERHITUNGAN ANGKUR EMBEDDED PADA PANEL DILENGKAPI

PT. GRIYATON

BASEMENT STRUCTURE 0.3 0.10 √ + SDM? PEK. GWT ROOM 2 NO (PRESTASI 0.00)CEK LENDUTAN & CEK CREK

FINISHING BASEMENT 0.02 0.00 √ PEK. STP ROOM 2 NO (PRESTASI 0.010HITUNG KOMULASI PEMBEBANAN PADA TANGGA 1.4 L + 1,4 LL

ME & P BASEMENT 0.05 0.00 √ PEK. SUMP PIT(PRESTASI 0.00)GAMBAR DETAIL PEMBESIAN TANGGA(LAYER ATAS & LAYER ATAS)

PRELIMINARIES 0.21 0.24 √ CEK LUASAN TULANGAN MINIMUM PADA TANGGA PRECAST

DIPASANG KONEKTOR PD DINDING PRECAST (INFO SECEPATNYA BUAT DRAFTER)

BOBOT 1.01 0.58


BULAN PENGAMATA

NALTENATIF

PERCEPATAN

PEK. SUP STRUKTUR TOWER A, B, G SUDAH MULAI (PRESTASI MASING-MASING 0.10, 0.09, 0.04)

DIMINTA KEPADA PT. MITRA, PT. JHS, PT. PPI, PT. TARRA DA PT. KARYA BETON WAJIB HADIR PADA RAPAT KOORDINASI YANG DIADAKAN TIAP MINGGU PADA HARI SELASA JAM 14.00 WIB TANPA UNDANGAN

PT. JAYA KENCANA AKAN MENGAJUKAN GAMBAR SHOP DRAWING LENGKAP BROSUR DAN TRAFFIC ANALIS 19 LT KE OWNER/ PT. PSA




May-09

DESIGN 0.02 0.01 √ + JAM KERJA PEK. SUP STRUKTUR TWR G (0.05) 7-May-09 GAMBAR DESIGN DEVELOPMENT M/E :

PT. TEP - MET

EXCAVATION 0.01 0.00 √ SUBKON A. MEKANIKAL + FAN = 84 %

PILLING 0.4 0.02 √ SUBKON B. ELEKTRIKAL + ELEKTRONIK = 88 %

BASEMENT STRUCTURE 0.3 0.10 √ + SDM? GAMBAR FOR CONSTRUCTION M/E :

FINISHING BASEMENT 0.02 0.00 √ A. MEKANIKAL + FAN = 51 %

ME & P BASEMENT 0.05 0.00 √ B. ELEKTRIKAL + ELEKTRONIK = 63 %

STRUCTURE TOWER 1(A) 0.49 0.13 √ 7-May-09

GWT ROOM 2NO 0.02 0.00 √

SUMP PIT 0.004 0.00 √ 29-May-09 ENGINEERING DESIGN BY PT. GI PT. GI

PRELIMINARIES 0.21 0.24 √ 22-May-09 PT. TARRA TERKENDALA CUACA(HUJAN) DAN TIANG PANCANG PT. TARRA

22-May-09 PT. TEP AKAN POTONG TIANG PANCANG, PT. TARRA BERKEWAJIBAN MENYELESAIKAN GALIAN(BAT SCHEDULE) PT.TEP & PT. TAR 27-May-09

26-May-09 PT. MPT HARUS MENYEDIAKAN SPV PT. MPT

22-May-09 JADWAL PENGIRIMAN CELCON MULAI AWAL AGUSTUS PT. TEP - PT. SB

PEKERJAAN BATA RINGAN AKAN DILAKSANAKAN OLEH SUBKON

25-May-09 JADWAL PENGIRIMAN CELCON MULAI PERTENGAHAN JULI PT. TEP - PT. IB

PEKERJAAN BATA RINGAN AKAN DILAKSANAKAN OLEH SUBKON.SCHEDULE OLEH PT.TEP

28-May-09 SM - SPV

17-May-09 SELURUH SUBKON SEGERA DILENGKAPI ALAT2, MATERIAL, TENAGA KERJANYA DITAMBAH

BOBOT 1.53 0.56


BULAN PENGAMATA

NALTENATIF

PERCEPATAN

PT. JAYA KENCANA AKAN MENGIRIM CONTOH MATERIAL APPROVAL DAN METODE PELAKSANAAN KE TEP DAN TEP AKAN SUBMIT KE PSA

UNTUK PEKERJAAN, MASING-MASING TOWER MEMPERSIAPKAN RENCANA PENGECORAN SEBELUM PENGECORAN DAN MENULISKAN VOLUME PENGECORAN(AKTUAL)SETELAH PENGECORAN.




Jun-09

DESIGN 0.02 0.01 √ + JAM KERJA PEK. SUP STRUKTUR TWR G (0.58) 4-Jun-09JAYA KENCANA

EXCAVATION 0.01 0.00 √ SUBKON

PILLING 0.4 0.38 √ SUBKON 11-Jun-09

INFOBASEMENT STRUCTURE 0.3 0.22 √ + SDM?

FINISHING BASEMENT 0.02 0.00 √ 23-Jun-09 BAG ENGINEERING DIHARUSKAN HADIR SEBELUM JAM 9

ME & P BASEMENT 0.05 0.00 √ BAG ENGINEERING MEMPUNYAI TANGGUNG JAWAB MENYELESAIKAN GAMBAR-GAMBAR KERJA

STRUCTURE TOWER 1(A) 0.49 0.64 √ 25-Jun-09 SHOP DRAWING HOIST WAY TYPE TRACKSON (TIPE LAMA SESUAI KONTRAK) JAYA KENCANA

STRUCTURE TOWER 2(B) 0.54 0.55 √ PORTABLE GREASE TRAP F&B MALL BASEMENT UNTUK MASING-MASING OUTLET SESUAI DENGAN LAY OUT ARSJAYA KENCANA 1-Jul-09

GWT ROOM 2NO 0.02 0.00 √

SUMP PIT 0.004 0.00 √


BOBOT 2.07 2.62


Jul-09

DESIGN 0.02 0.00 √ + JAM KERJA PEK.FINISHING TWR A SUDAH MULAI (PRESTASI 0.02) 9-Jul-09 SETIAP KAMIS PA SIGIT DARI MET SIAP DILOKASI/ PROYEK KALIBATA MET

EXCAVATION 0.01 0.01 √ SUBKON 30-Jul-09 KONSULTAN STRUKTUR MENEMPATKAN 1 ORANG DI KANTOR MAIN CONT TEP

PILLING 0.4 0.04 √ SUBKON

BASEMENT STRUCTURE 0.3 0.22 √ + SDM?

FINISHING BASEMENT 0.02 0.00 √

ME & P BASEMENT 0.05 0.00 √

STRUCTURE TOWER 1(A) 0.49 0.74 √

STRUCTURE TOWER 2(B) 0.54 0.69 √

STRUCTURE TOWER 3(G) 0.54 0.64 √

GWT ROOM 2NO 0.02 0.00 √

STP ROOM 2 NO 0.03 0.00 √

GARDU ROOM PLN 8 NO 0.03 0.00 √

GENSET ROOM 0.004 0.00 √

SUMP PIT 0.004 0.00 √


BOBOT 2.67 2.59


BULAN PENGAMATA

NALTENATIF

PERCEPATAN

HOIST WAY TYPE ROOMLESS UNTUK TOWER SEGERA DI SUBMIT SEHUBUNGAN DENGAN PELAKSANAAN PEKERJAAN DILAPANGAN SEMAKIN MENDESAK

STRUKTUR ATAS TIDAK BANYAK MENGALAMI PERUBAHAN, HANYA ADA PENAMBAHAN STRUKTUR PENAGKU BALOK 400X600 PADA DAERAH TANGGA (TANGGA BADAN)




Aug-09

DESIGN 0.02 0.01 √ + JAM KERJA PEK.FINISHING TWR G SUDAH MULAI (PRESTASI 0.06) 10-Aug-09 UMUM

EXCAVATION 0.01 0.01 √ SUBKON PEK.ME & P TWR G SUDAH MULAI (PRESTASI 0.00.03) CONTINUE

PILLING 0.4 0.04 √ SUBKON PEK. SUP STRUKTUR TWR D SUDAH MULAI (0.10)

BASEMENT STRUCTURE 0.3 0.40 √ + JAM KERJA PEK. SUP STRUKTUR TWR C SUDAH MULAI (0.04) PANCANG

FINISHING BASEMENT 0.02 0.04 √ DATA POSISI TIANG PANCANG DI CEK OLEH JOIN SURVEY ANTARA PT. MITRA & PT. TEP PT. MITRA & PT. TEP

ME & P BASEMENT 0.05 0.05 √ PT. JHS DAN PT. PPI UNTUK ORDER TETAP BY PHONE PT. PPI & PT. JHS

STRUCTURE TOWER 1(A) 0.49 0.77 √ PT. KARYA BETON

FINISHING WORK TOWER 1(A 0.33 0.18 √ PENAMBAHAN ARMADA MIXER BELUM TEREALISASI PT. KARYA BETON

ME & P WORK TOWER 1(A) 0.24 0.04 √ PT. GRIYATON

STRUCTURE TOWER 2(B) 0.54 0.77 √ TEAM SURVEY GRIYATON SELALU STAND BY DI SAAT PEMASANGAN PRECAST PT. GRIYATON

FINISHING WORK TOWER 2(B 0.32 0.11 √ TRIBUANA

ME & P WORK TOWER 2(B) 0.23 0.03 √ PERSONEL STAND BY DI LAPANGAN

STRUCTURE TOWER 3(G) 0.54 0.77 √ PT. TRI JAYA

GWT ROOM 2NO 0.02 0.01 √ FINISHING TOWER G PLESTER ACI

STP ROOM 2 NO 0.03 0.00 √ PT. DHARMAKARYA BHUMI ABATA

GARDU ROOM PLN 8 NO 0.03 0.00 √ PENEMPATAN DAN PENGGUNAAN SESUAI DGN KEBUTUHAN

GENSET ROOM 0.004 0.00 √ POT.CELCON BOLEH ZIG-ZAG

SUMP PIT 0.004 0.00 √ 25-Aug-09 QC PT. GI HARUS LEBIH DITINGKATKAN AGAR HASIL PRODUKSI MENJADI LEBIH BAIK PT. GI CONTINUE

PRELIMINARIES 0.21 0.24 √ 27-Aug-09 JAYA KENCANA HARUS ADA 1 ORANG DIKANTOR TEP MET

BOBOT 3.8 3.67


BULAN PENGAMATA

NALTENATIF

PERCEPATAN

DIMINTA KEPADA SEMUA SUBKON WAJIB HADIR PADA RAPAT KOORDINASI YANG DIADAKAN TIAP HARI SENIN JAM 14.00 TANPA UNDANGAN




Sep-09

DESIGN 0.01 0.00 √ + JAM KERJA PEKERJAAN PILING MASIH DIKERJAKAN (PRESTASI 0.05) 10-Sep-09 JAYA KENCANA MENEMPATKAN 1 ORANG DIKANTOR TEP MET

EXCAVATION 0.01 0.00 √ SUBKON PEK FINISHING TWR G (PRESTASI 0.09)

BASEMENT STRUCTURE 0.15 0.18 √ + SDM PEK ME & P TWR G (PRESTASI 0.03)

FINISHING BASEMENT 0.01 0.00 √ PEK. SUP STRUKTUR TWR C (0.15)

ME & P BASEMENT 0.03 0.00 √


FINISHING WORK TOWER 1(A 0.17 0.07 √

ME & P WORK TOWER 1(A) 0.12 0.04 √


FINISHING WORK TOWER 2(B 0.16 0.08 √

ME & P WORK TOWER 2(B) 0.12 0.03 √


STRUCTURE TOWER 4(D) 0.27 0.09 √

GWT ROOM 2NO 0.01 0.04 √

STP ROOM 2 NO 0.01 0.00 √



SUMP PIT 0.002 0.00 √


BOBOT 1.97 2.66


BULAN PENGAMATA

NALTENATIF

PERCEPATAN




Oct-09

DESIGN 0.02 0.03 √ + JAM KERJA PEKERJAAN PILING MASIH DIKERJAKAN (PRESTASI 0.14) 6-Oct-09 SUBKON PEK. PINTU DAN KUSEN KAYU

EXCAVATION 0.01 0.01 √ SUBKON PT. SINKA

BASEMENT STRUCTURE 0.3 0.85 √ + JAM KERJA PT. BINTANG JATI MAKMUR

FINISHING BASEMENT 0.02 0.00 √ PT. SUMAPUTRA

ME & P BASEMENT 0.05 0.00 √ SCOPE PEKERJAAN

STRUCTURE TOWER 1(A) 0.49 0.73 √ PENGADAAN DAN PEMASANGAN KUSEN

FINISHING WORK TOWER 1(A 0.33 0.34 √ PENGADAAN DAN PEMASANGAN PINTU + AKSESORIS

ME & P WORK TOWER 1(A) 0.24 0.05 √ FINISHING KUSEN + PINTU

STRUCTURE TOWER 2(B) 0.54 0.40 √ PEKERJAAN PINTU DAN JENDELA MULAI AWAL DESEMBER 2009 (TOWER A)

FINISHING WORK TOWER 2(B 0.32 0.14 √ 15-Oct-09 STAF PT. KENCANA DAN PT. PILLAR DIMINTA SUDAH STAND BY DI SITE UNTUK MENDUKUNG PROSSES ENGINEERING

ME & P WORK TOWER 2(B) 0.23 0.14 √


FINISHING WORK TOWER 3(G 0.33 0.14 √

ME & P WORK TOWER 3(G) 0.24 0.04 √


STRUCTURE TOWER 5(C) 0.51 0.36 √

STP M&E 0.09 0.00 √

GWT ROOM 2NO 0.02 0.02 √

STP ROOM 2 NO 0.03 0.08 √



SUMP PIT 0.004 0.00 √


BOBOT 5.12 4.55


BULAN PENGAMATA

NALTENATIF

PERCEPATAN




Nov-09

DESIGN 0.02 0.01 √ + JAM KERJA

PEK. ME & P TOWER D SUDAH DIKERJAKAN (PRESTASI 0.04)BASEMENT STRUCTURE 0.3 0.53 √ + JAM KERJA

FINISHING BASEMENT 0.02 0.01 √

PEK. ME & P TOWER C SUDAH DIKERJAKAN (PRESTASI 0.05)ME & P BASEMENT 0.05 0.01 √

STRUCTURE TOWER 1(A) 0.49 0.70 √ PEK. SUP STRUKTUR TWR F SUDAH MULAI (PRESTASI 0.44)

FINISHING WORK TOWER 1(A 0.33 0.56 √ PEK. SUP STRUKTUR TWR E SUDAH MULAI (PRESTASI 0.16)

ME & P WORK TOWER 1(A) 0.24 0.56 √



ME & P WORK TOWER 2(B) 0.23 0.32 √



ME & P WORK TOWER 3(G) 0.24 0.40 √



STP M&E 0.09 0.00 √

GWT ROOM 2NO 0.02 0.02 √

STP ROOM 2 NO 0.03 0.02 √




BOBOT 5.11 6.44


BULAN PENGAMATA

NALTENATIF

PERCEPATAN




Dec-09

DESIGN 0.02 0.00 √ + JAM KERJA PEK.FINISHING TWR C SUDAH MULAI (PRESTASI 0.22) 29-Dec-09 TOWER C & D PEMASANGAN 10 PCS/ HARIPT. GI

BASEMENT STRUCTURE 0.3 0.11 √ +SDM PEK. ME & P TOWER C (PRESTASI 0.05) MULAI TANGGAL 4 JANUARI 2010 KEDATANGAN PANEL PRECAST 50 PCS/HARI (TOWER B 20 PCS, TOWER C, D, G

FINISHING BASEMENT 0.02 0.02 √ PEK. SUP STRUKTUR TWR F (PRESTASI 0.54)

ME & P BASEMENT 0.05 0.01 √ PEK. SUP STRUKTUR TWR E (PRESTASI 0.33)


FINISHING WORK TOWER 1(A 0.33 0.42 √

ME & P WORK TOWER 1(A) 0.24 0.38 √



ME & P WORK TOWER 2(B) 0.23 0.32 √



ME & P WORK TOWER 3(G) 0.24 0.40 √


FINISHING WORK TOWER 4(D 0.33 0.15 √

ME & P WORK TOWER 4(D) 0.24 0.04 √


STP M&E 0.09 0.05 √

GWT ROOM 2NO 0.02 0.00 √

STP ROOM 2 NO 0.03 0.02 √




BOBOT 5.68 6.61


BULAN PENGAMATA

NALTENATIF

PERCEPATAN




Jan-10

DESIGN 0.02 0.00 √ + JAM KERJA PEK.FINISHING TWR F SUDAH MULAI (PRESTASI 0.06) 21-Jan-10 SISTEM SPRINKLE UNTUK AREA MALL, BASEMENT, DAN PARKIR DIPISAHKAN DENGAN SISITEM DI HUNIAN MET

BASEMENT STRUCTURE 0.3 0.00 √ + SDM

PEK. ME & P TOWER F SUDAH DIKERJAKAN (PRESTASI 0.10)

UNTUK KWH METER SEGERA DIAJUKAN MERK LAIN DAN AJUKAN SAMPLENYA TEP

FINISHING BASEMENT 0.02 0.02 √ SEGERA DIAJUKAN UNTUK APPROVAL KABEL POWER FRC TEP

ME & P BASEMENT 0.05 0.04 √ PEK.FINISHING TWR E SUDAH MULAI (PRESTASI 0.06) DIBUATKAN GAMBAR UNTUK POSISI KABEL PLN YANG MASUK KEDALAM GEDUNG DAN DIBUATKAN PROTEKSINMET-TEP


PEK. ME & P TOWER E SUDAH DIKERJAKAN (PRESTASI 0.09)FINISHING WORK TOWER 1(A 0.33 0.30 √

ME & P WORK TOWER 1(A) 0.24 0.38 √



ME & P WORK TOWER 2(B) 0.23 0.32 √



ME & P WORK TOWER 3(G) 0.24 0.40 √



ME & P WORK TOWER 4(D) 0.24 0.16 √


FINISHING WORK TOWER 5(C 0.33 0.21 √

ME & P WORK TOWER 5(C) 0.24 0.16 √

STRUCTURE TOWER 6(F) 0.54 0.55 √

STP M&E 0.09 0.05 √

STP ROOM 2 NO 0.03 0.02 √




BOBOT 6.78 6.51


BULAN PENGAMATA

NALTENATIF

PERCEPATAN




Feb-10

BASEMENT STRUCTURE 0.3 0.00 √ +JAM KERJA PEK.FINISHING TWR F (PRESTASI 0.13) 4-Feb-10 CANOPY TOWER F DAN CANOPY TOWER K SUDAH ADA GAMBARNYA PSA

FINISHING BASEMENT 0.02 0.06 √ PEK. ME & P TOWER F (PRESTASI 0.10) PENAMBAHAN ESKALATOR TOWER J PERLU ADANYA LEGALITAS DARI PIHAK OWNER PSA

ME & P BASEMENT 0.05 0.11 √ PEK.FINISHING TWR E (PRESTASI 0.12) 18-Feb-10 LIFT LOBBY LANTAI DASAR DISIAPKAN 1 POWER UNTUK AC PSA

STRUCTURE TOWER 1(A) 0.49 0.08 √ PEK. ME & P TOWER E (PRESTASI 0.09)

FINISHING WORK TOWER 1(A 0.33 0.29 √ PEK. GWT ROOM 2 NO (PRESTASI 0.01)

ME & P WORK TOWER 1(A) 0.24 0.38 √



ME & P WORK TOWER 2(B) 0.23 0.32 √



ME & P WORK TOWER 3(G) 0.24 0.40 √



ME & P WORK TOWER 4(D) 0.24 0.16 √



ME & P WORK TOWER 5(C) 0.24 0.16 √


STRUCTURE TOWER 7(E) 0.54 0.80 √ + JAM KERJA

STP M&E 0.09 0.05 √

GONDOLA MECHINE 0.002 0.00 √

STP ROOM 2 NO 0.03 0.00 √




BOBOT 7.3 6.89


BULAN PENGAMATA

NALTENATIF

PERCEPATAN




Mar-10

BASEMENT STRUCTURE 0.3 0.00 √ + SDM PEK.FINISHING TWR E (PRESTASI 0.20) 3-Mar-10 LIFT LOBBY LANTAI DASAR MEMAKAI NERE GRANITE TYPE MENYUSUL PSA

FINISHING BASEMENT 0.02 0.06 √ PEK. ME & P TOWER E (PRESTASI 0.19)PSA

ME & P BASEMENT 0.05 0.11 √ PEK. STP ROOM 2 NO (PRESTASI 0.01)

FINISHING WORK TOWER 1(A 0.33 0.34 √ GENSET ROOM (0.10) 17-Mar-10 KONTRAKTOR MINTA DIPERCEPAT SPK TANGGAL 26 MARET 2010 UNTUK PEMBUATAN LC (TERKAIT BANK)

ME & P WORK TOWER 1(A) 0.24 0.09 √ 25-Mar-10 RUANG LIFT TOWER E DITINJAU KEMBALI INFO


ME & P WORK TOWER 2(B) 0.23 0.23 √



ME & P WORK TOWER 3(G) 0.24 0.07 √



ME & P WORK TOWER 4(D) 0.24 0.16 √



ME & P WORK TOWER 5(C) 0.24 0.03 √


FINISHING WORK TOWER 6(F 0.33 0.24 √

ME & P WORK TOWER 6(F) 0.24 0.31 √


STP M&E 0.09 0.00 √



BOBOT 6.79 5.5


BULAN PENGAMATA

NALTENATIF

PERCEPATAN

JAMB LIFT LANTAI DASAR MEMAKAI WIDE JAMB UKURAN 25CM UNTUK TOWER H, J, K DAN TOWER A, B, C, D, E, F, G TIDAK MEMAKAI WIDE JAMB




Apr-10

FINISHING BASEMENT 0.02 0.06 √ DESIGN (PRESTASI 0.01) 1-Apr-10 RUANG LIFT TOWER E DITINJAU KEMBALI INFO

ME & P BASEMENT 0.05 0.04 √ PEK. GWT ROOM 2 NO (PRESTASI 0.01) TAMPAK TOWER F AKAN DIBAHAS LAGI TEP

FINISHING WORK TOWER 1(A 0.33 0.34 √ PEK. STP ROOM 2 NO (PRESTASI 0.01) RAILING VOID ESCALATOR TOWER G MSUK PEKERJAAN MALL TEP

ME & P WORK TOWER 1(A) 0.24 0.32 √ GENSET ROOM (0.01) 8-Apr-10 TAMPAK TOWER F AKAN DIBAHAS LAGI, GAMBAR SUDAH DIKIRIM TEP

FINISHING WORK TOWER 2(B 0.32 0.33 √ VOID ESCALATOR TOWER G MSUK PEKERJAAN MALL, DIMULAI DARI PINTU LANTI DASAR SAMPAI PINTU LANTAITEP

ME & P WORK TOWER 2(B) 0.23 0.32 √ 22-Apr-10 PENAMAAN PEMBERHENTIAN LIFT, APPROVAL MATERIAL SUDAH DIKIRIM MET

FINISHING WORK TOWER 3(G 0.33 0.26 √ GAMBAR RAILING DOOR PROSES SHOP DRAWING

ME & P WORK TOWER 3(G) 0.24 0.10 √



ME & P WORK TOWER 4(D) 0.24 0.38 √



ME & P WORK TOWER 5(C) 0.24 0.41 √



ME & P WORK TOWER 6(F) 0.24 0.31 √


FINISHING WORK TOWER 7(E 0.33 0.21 √ SUBKON

ME & P WORK TOWER 7(E) 0.24 0.35 √ SUBKON



BOBOT 6.43 8.22


BULAN PENGAMATA

NALTENATIF

PERCEPATAN




May-10

FINISHING BASEMENT 0.02 0.02 √ GENSET ROOM (0.01) 17-May-10 DIMINTA KEPADA SEMUA SUBKON WAJIB HADIR PADA RAPAT KOORDINASI YANG DIADAKAN TIAP HARI SENIN CONTINUE

ME & P BASEMENT 0.05 0.04 √ TOOLBOX MEETING HARI SABTU JAM 8.00 UNTUK SEMUA PEKERJA DAN SUBKON WAJIB HADIR ALL CONTINUE

FINISHING WORK TOWER 1(A 0.33 0.34 √ UNTUK QUALITY SEMUA TEAM PROJECT HARUS KOMITMEN PT. TEP,QC

ME & P WORK TOWER 1(A) 0.24 0.17 √ PEKERJAAN M/E DUCKTING DI BASEMENT TOWER C & D AGAR DIPERCEPAT (IN PROGRESS) ME

FINISHING WORK TOWER 2(B 0.32 0.40 √ME

ME & P WORK TOWER 2(B) 0.23 0.29 √

FINISHING WORK TOWER 3(G 0.33 0.35 √ 10-May-10

ME & P WORK TOWER 3(G) 0.24 0.36 √



ME & P WORK TOWER 4(D) 0.24 0.32 √



ME & P WORK TOWER 5(C) 0.24 0.35 √



ME & P WORK TOWER 6(F) 0.24 0.28 √


FINISHING WORK TOWER 7(E 0.33 0.48 √ SUBKON

ME & P WORK TOWER 7(E) 0.24 0.35 √ SUBKON



BOBOT 6.43 6.54


BULAN PENGAMATA

NALTENATIF

PERCEPATAN

MINTA FINISHING INSTALASI DI SHAFT LIFT DI PRIORITASKAN KARENA LIFT AKAN DITEST MINGGU KE 4 BULAN MEI 2010 (TOWER A, B, G)

MATERIAL ALUMINIUM DARI PANCAWIRW KE JAGAT TIDAK LANCAR AKIBAT KETERLAMBATAN PEMBAYARAN INVOICE DARI JAGAT KE PANCAWIRA

REKAPITULASI MONITORING PEKERJAAN PADA LINTASAN KRITISJANUARI 2009 - MEI 2010

PEKERJAAN KET Jan-09 Feb-09 Mar-09 Apr-09 May-09 Jun-09 Jul-09 Aug-09 Sep-09 Oct-09 Nov-09 Dec-09 Jan-10 Feb-10 Mar-10 Apr-10 May-10 COMMULATIVE

DESIGNPLAN 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.02 0.02 0.02 0.02 0.25

AKTUAL 0.00 0.00 0.04 0.01 0.01 0.01 0.00 0.01 0.00 0.03 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.13

EXCAVATIONPLAN 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.10

AKTUAL 0.00 0.00 0.03 0.01 0.00 0.00 0.01 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07

PILLINGPLAN 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 3.20

AKTUAL 0.96 0.40 0.73 0.17 0.02 0.38 0.04 0.04 0.05 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.93

SUB-STRUCTUREPLAN 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.15 0.30 0.30 0.30 0.30 0.30 0.30 4.35

AKTUAL 0.36 0.78 0.38 0.10 0.10 0.22 0.22 0.40 0.18 0.85 0.53 0.11 0.00 0.00 0.00 0.00 0.00 4.23

PLAN 0.54 0.54 0.54 0.54 2.16AKTUAL 0.16 0.33 0.97 0.80 0.49 1.14 0.51 4.40

PLAN 0.33 0.33 0.66AKTUAL 0.06 0.12 0.20 0.21 0.48 1.07

PLAN 0.24 0.24 0.48AKTUAL 0.09 0.09 0.19 0.35 0.35 1.07

STRUCTURE TOWER 7 (E)

FINISHING TOWER 7 (E)

M E & P WORK TOWER 7 (E)


PEKERJAAN NC KET Jan-09 Feb-09 Mar-09

DESIGN 2,000,000,000

PLAN 0.02 0.02 0.0240,000,000 40,000,000 40,000,000

AKTUAL 0.00 0.00 0.040 0 80,000,000

EXCAVATION 1,125,535,575

PLAN 0.01 0.01 0.0111,255,356 11,255,356 11,255,356

AKTUAL 0.00 0.00 0.030 0 33,766,067

PILLING 26,401,442,405

PLAN 0.40 0.40 0.4010,560,576,962 10,560,576,962 10,560,576,962

AKTUAL 0.96 0.40 0.7325,345,384,709 10,560,576,962 19,273,052,956

SUB-STRUCTURE 31,684,391,403

PLAN 0.30 0.30 0.309,505,317,421 9,505,317,421 9,505,317,421

AKTUAL 0.36 0.78 0.3811,406,380,905 24,713,825,294 12,040,068,733

33,921,622,541

PLAN

AKTUAL

30,501,740,324

PLAN

AKTUAL

22,291,111,961

PLAN

AKTUAL

STRUCTURE TOWER 7 (E)

FINISHING TOWER 7 (E)

M E & P WORK TOWER 7 (E)


Apr-09 May-09 Jun-09 Jul-09 Aug-09

0.02 0.02 0.02 0.02 0.0240,000,000 40,000,000 40,000,000 40,000,000 40,000,000

0.01 0.01 0.01 0.00 0.0120,000,000 20,000,000 20,000,000 0 20,000,000

0.01 0.01 0.01 0.01 0.0111,255,356 11,255,356 11,255,356 11,255,356 11,255,356

0.01 0.00 0.00 0.01 0.0111,255,356 0 0 11,255,356 11,255,356

0.40 0.40 0.40 0.40 0.4010,560,576,962 10,560,576,962 10,560,576,962 10,560,576,962 10,560,576,962

0.17 0.02 0.38 0.04 0.044,488,245,209 528,028,848 10,032,548,114 1,056,057,696 1,056,057,696

0.30 0.30 0.30 0.30 0.309,505,317,421 9,505,317,421 9,505,317,421 9,505,317,421 9,505,317,421

0.10 0.10 0.22 0.22 0.403,168,439,140 3,168,439,140 6,970,566,109 6,970,566,109 12,673,756,561


Sep-09 Oct-09 Nov-09 Dec-09 Jan-10

0.01 0.02 0.02 0.02 0.0220,000,000 40,000,000 40,000,000 40,000,000 40,000,000

0.00 0.03 0.01 0.00 0.000 60,000,000 20,000,000 0 0

0.01 0.0111,255,356 11,255,356

0.00 0.01 0.00 0.00 0.000 11,255,356

0.05 0.14 0.00 0.00 0.001,320,072,120 3,696,201,937 0 0 0

0.15 0.30 0.30 0.30 0.304,752,658,710 9,505,317,421 9,505,317,421 9,505,317,421 9,505,317,421

0.18 0.85 0.53 0.11 0.005,703,190,453 26,931,732,692 16,792,727,443 3,485,283,054 0

0.16 0.33 0.975,427,459,607 11,194,135,439 32,903,973,865

0.061,830,104,419

0.092,006,200,077


Feb-10 Mar-10 Apr-10 May-10 COMMULATIVE

0.25

0.00 0.00 0.01 0.00 0.13

0 0 20,000,000 0

0.10

0.00 0.00 0.00 0.00 0.07

3.20

0.00 0.00 0.00 0.00 2.93

0 0

0.30 0.30 4.35

9,505,317,421 9,505,317,4210.00 0.00 0.00 0.00 4.23

0 0 0 0

0.54 0.54 0.54 0.54 2.16

18,317,676,172 18,317,676,172 18,317,676,172 18,317,676,1720.80 0.49 1.14 0.51 4.40

27,137,298,033 16,621,595,045 38,670,649,697 17,300,027,496

0.33 0.33 0.66

10,065,574,307 10,065,574,3070.12 0.20 0.21 0.48 1.07

3,660,208,839 6,100,348,065 6,405,365,468 14,640,835,355

0.24 0.24 0.48

5,349,866,871 5,349,866,8710.09 0.19 0.35 0.35 1.07

2,006,200,077 4,235,311,273 7,801,889,186 7,801,889,186

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