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)
PEKERJAANBOBOT LINTASAN KRITIS
ALTENATIF PERCEPATAN KETNORMAL CRASH NORMAL CRASH
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 √
PEKERJAANBOBOT LINTASAN KRITIS
ALTENATIF PERCEPATAN KETNORMAL CRASH NORMAL CRASH
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
PEKERJAANBOBOT LINTASAN KRITIS
ALTENATIF PERCEPATAN KETNORMAL CRASH NORMAL CRASH
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
PEKERJAANBOBOT LINTASAN KRITIS
ALTENATIF PERCEPATAN KETNORMAL CRASH NORMAL CRASH
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
PEKERJAANBOBOT LINTASAN KRITIS
ALTENATIF PERCEPATAN KETNORMAL CRASH NORMAL CRASH
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
PEKERJAANBOBOT LINTASAN KRITIS
ALTENATIF PERCEPATAN KETNORMAL CRASH NORMAL CRASH
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
PEKERJAANBOBOT LINTASAN KRITIS
ALTENATIF PERCEPATAN KETNORMAL CRASH NORMAL CRASH
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
PEKERJAANBOBOT LINTASAN KRITIS
ALTENATIF PERCEPATAN KETNORMAL CRASH NORMAL CRASH
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
PEKERJAANBOBOT LINTASAN KRITIS
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
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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 %
CUMMULATIVE 3.24 4.81
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
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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
CUMMULATIVE 4.17 6.55
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
CUMMULATIVE 5.19 7.13
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
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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
CUMMULATIVE 6.71 7.68
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.
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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 √
PRELIMINARIES 0.21 0.24 √
BOBOT 2.07 2.62
CUMMULATIVE 8.78 10.31
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 √
PRELIMINARIES 0.21 0.24 √
BOBOT 2.67 2.59
CUMMULATIVE 11.46 12.9
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)
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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
CUMMULATIVE 15.26 16.57
BULAN PENGAMATA
NALTENATIF
PERCEPATAN
DIMINTA KEPADA SEMUA SUBKON WAJIB HADIR PADA RAPAT KOORDINASI YANG DIADAKAN TIAP HARI SENIN JAM 14.00 TANPA UNDANGAN
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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 √
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 √
BOBOT 1.97 2.66
CUMMULATIVE 17.23 19.23
BULAN PENGAMATA
NALTENATIF
PERCEPATAN
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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 √
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 √
BOBOT 5.12 4.55
CUMMULATIVE 22.36 23.79
BULAN PENGAMATA
NALTENATIF
PERCEPATAN
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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 √
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 √
BOBOT 5.11 6.44
CUMMULATIVE 27.46 30.23
BULAN PENGAMATA
NALTENATIF
PERCEPATAN
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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)
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 √
BOBOT 5.68 6.61
CUMMULATIVE 33.15 36.83
BULAN PENGAMATA
NALTENATIF
PERCEPATAN
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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
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 √
BOBOT 6.78 6.51
CUMMULATIVE 39.92 43.34
BULAN PENGAMATA
NALTENATIF
PERCEPATAN
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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 √
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 √ + JAM KERJA
STP 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 √
BOBOT 7.3 6.89
CUMMULATIVE 47.23 50.24
BULAN PENGAMATA
NALTENATIF
PERCEPATAN
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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
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 √ + JAM KERJA
STP M&E 0.09 0.00 √
GONDOLA MECHINE 0.002 0.00 √
PRELIMINARIES 0.21 0.24 √
BOBOT 6.79 5.5
CUMMULATIVE 54.01 55.74
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
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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 √
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 √ + JAM KERJA
FINISHING WORK TOWER 7(E 0.33 0.21 √ SUBKON
ME & P WORK TOWER 7(E) 0.24 0.35 √ SUBKON
GONDOLA MECHINE 0.002 0.00 √
PRELIMINARIES 0.21 0.24 √
BOBOT 6.43 8.22
CUMMULATIVE 60.44 63.96
BULAN PENGAMATA
NALTENATIF
PERCEPATAN
PEKERJAANBOBOT LINTASAN KRITIS
KET TANGGAL RISALAH RAPATTINDAK LANJUT
NORMAL CRASH NORMAL CRASH PENANGGUNG JATANGGAL SELESAI
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 √
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 √ + JAM KERJA
FINISHING WORK TOWER 7(E 0.33 0.48 √ SUBKON
ME & P WORK TOWER 7(E) 0.24 0.35 √ SUBKON
GONDOLA MECHINE 0.002 0.00 √
PRELIMINARIES 0.21 0.24 √
BOBOT 6.43 6.54
CUMMULATIVE 66.87 70.5
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)
REKAPITULASI MONITORING PEKERJAAN PADA LINTASAN KRITISJANUARI 2009 - MEI 2010
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)
REKAPITULASI MONITORING PEKERJAAN PADA LINTASAN KRITISJANUARI 2009 - MEI 2010
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
REKAPITULASI MONITORING PEKERJAAN PADA LINTASAN KRITISJANUARI 2009 - MEI 2010
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
REKAPITULASI MONITORING PEKERJAAN PADA LINTASAN KRITISJANUARI 2009 - MEI 2010
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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