monitoring mingguan proyek apartment la grande

7/22/2019 Monitoring Mingguan Proyek Apartment La Grande

1/10

- Proyek : La Grande Merdeka Taman Sari - Tanggal : 31 Desember 2013

- Lokasi : Jalan Merdeka 25 - 29 - Prestasi : 33,082%

Bandung

- Periode : Minggu ke - 49 (1 Januari - 8 Januari 2014)

KETERANGAN

SISI SELATAN LT.2 APARTEMEN

PT. WIKA REALTY (Div. Realty) PT. ULTIMATE PT. WIKA REALTY (Div. Konstruksi)

KETERANGAN

SISI UTARA APARTEMEN

OWNER / PEMBERI TUGAS MANAJEMEN KONSTRUKSI KONTRAKTOR PELAKSANA

LAPORAN KEMAJUAN PEKERJAAN


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Bandung


KETERANGAN

SISI TIMUR APARTEMEN


KETERANGAN

SISI BARAT APARTEMEN

LAPORAN KEMAJUAN PEKERJAANOWNER / PEMBERI TUGAS MANAJEMEN KONSTRUKSI KONTRAKTOR PELAKSANA


3/10



Bandung


KETERANGAN

SISI SELATAN CONDOTEL

KETERANGAN

SISI UTARA LT.4 CONDOTEL




4/10



Bandung


KETERANGAN

SISI TIMUR CONDOTEL


KETERANGAN

SISI BARAT CONDOTEL



5/10

SCHEDULE APARTMENT-CONDOTEL

Proyek : La Grande Merdeka Tamansari - Bandung

Satuan Harga

Pekerjaan Satuan 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

A P E K E R JA A N P R E L IM IN A RY

1 P er al at an Ut am a l s 1 ,0 0 3 .8 96 .8 04 .63 3 1 ,68 1% 5 3 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 3% 0 ,0 3% 0 ,0 4% 0 ,0 4% 0 ,0 5% 0 ,0 6% 0 ,0 6% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 3% 0 ,0 3% 0 ,0 2% 0 ,0 2% 0 ,0 2% 0 ,0 2% 0 ,0 2% 0 ,0 2% 0 ,0 2% 0 ,0 2% 0 ,0 2% 0 ,0 2%

2 P er al at an B an tu l s 1 ,0 0 5 .4 06 .0 22 .83 4 2 ,33 2% 5 3 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,1 0% 0 ,1 0% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 1% 0 ,0 1% 0 ,0 1% 0 ,1 0% 0 ,1 0% 0 ,0 1% 0 ,0 1% 0 ,0 1% 0 ,0 1% 0 ,0 1%

3 P ek er ja an P er si ap an l s 1 ,0 0 4 .8 73 .6 84 .93 4 2 ,10 3% 5 2 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 3% 0 ,0 2% 0 ,0 2% 0 ,0 2% 0 ,0 2%

Total Pek. Prel imi nary 14.176.512. 401 6, 116%

B P E K E R JA A N K O N S T R U K SI

I P e k e rja a n S ur v e y i ng

1 B ia ya O bs er va si d an p en gu ku ra n l s 1 ,0 0 4 .8 00 .00 0 0 ,00 2% 4 0 ,0 00 5% 0 ,0 00 5% 0 ,0 00 5% 0 ,0 00 5%

I I P e k e rja a n P on d a s i

1 Pengeboran borpile

- D 1000 mm m 3.240,00 2.106.000. 000 0, 909% 16 0,06% 0,06% 0,06% 0,06% 0,06% 0,06% 0, 06% 0, 06% 0, 06% 0, 06% 0, 06% 0, 06% 0, 06% 0, 06% 0, 06% 0, 06%

- D 800 mm m 972,00 534.600. 000 0, 231% 16 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01%

2 Beton borpile

D 1000 mm m 3 2.543,40 2.813.636. 250 1, 214% 16 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0, 08% 0, 08% 0, 08% 0, 08% 0, 08% 0, 08% 0, 08% 0, 08% 0, 08% 0, 08%

- D 8 00 mm m 3 488,33 540.218. 160 0, 233% 16 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01%

3 Pembesian borpile

- D 1 00 0m m k g 2 25 .7 79 ,4 1 2 .5 96 .4 63 .11 8 1 ,12 0% 1 6 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,07 % 0 ,07 % 0 ,07 % 0 ,07 % 0 ,07 % 0 ,07 % 0, 07 % 0, 07 % 0, 07 % 0, 07 %

- D 800 mm kg 47.263,06 543.525.270 0,234% 12 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02%

4 L oadi ng Tes t, PD A, Uj i Lateral ti ti k 2,00 755.000. 000 0, 326% 12 0,03% 0,03% 0, 03% 0, 03% 0, 03% 0, 03% 0, 03% 0, 03% 0, 03% 0, 03% 0, 03% 0, 03%

5 Pond asi Raft kg 1 52.475,82 3.301.717.775 1 ,424% 12 0,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12%

1 3 .1 95 .9 6 0.5 7 3 5 ,6 9 3 %

III PekerjaanDinding PenahanTanah

1 G ui de Wal l 438.650. 000 0, 189% 18 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01% 0, 01%

2 Pengeboran secant pile

- D 8 00 mm p ri me r m 4 .1 59 ,7 5 2 .2 87 .8 62 .50 0 0 ,98 7% 1 8 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,0 5% 0 ,05 % 0 ,05 % 0 ,05 % 0 ,05 % 0 ,05 % 0 ,05 % 0, 05 % 0, 05 % 0, 05 % 0, 05 % 0, 05 % 0, 05 %

- D 800 mm se ku nd er m 2 .9 71 ,2 5 1 .4 85 .6 25 .00 0 0 ,64 1% 1 8 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,04 % 0 ,04 % 0 ,04 % 0 ,04 % 0 ,04 % 0 ,04 % 0, 04 % 0, 04 % 0, 04 % 0, 04 % 0, 04 % 0, 04 %

3 Beton secant pile

- D 8 00 mm K 25 0p ri me r m 3 2 .0 89 ,8 6 2 .3 11 .9 05 .85 5 0 ,99 7% 1 8 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,0 6% 0 ,06 % 0 ,06 % 0 ,06 % 0 ,06 % 0 ,06 % 0 ,06 % 0, 06 % 0, 06 % 0, 06 % 0, 06 % 0, 06 % 0, 06 %

- D 8 00 mm K 25 0s ek un de r m 3 1 .1 42 ,8 9 3 42 .8 67 .39 4 0 ,14 8% 1 8 0 ,0 1% 0 ,0 1% 0 ,0 1% 0 ,0 1% 0 ,0 1% 0 ,0 1% 0 ,01 % 0 ,01 % 0 ,01 % 0 ,01 % 0 ,01 % 0 ,01 % 0, 01 % 0, 01 % 0, 01 % 0, 01 % 0, 01 % 0, 01 %

4 Pembesian secant pile

- D 8 00 mm p ri me r k g 3 24 .4 12 ,1 9 3 .7 30 .7 40 .26 7 1 ,60 9% 2 0 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,08 % 0 ,08 % 0 ,08 % 0 ,08 % 0 ,08 % 0 ,08 % 0, 08 % 0, 08 % 0, 08 % 0, 08 % 0, 08 % 0, 08 % 0, 08 % 0, 08 %

5 Capp in g Beam l s 1,00 294.909.737 0,127% 12 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01%

6 Ground Anch or + H bea m p engi kat so ld ier pi le l s 1,00 3.241.265.100 1,398% 6 0,12% 0,12% 0,12% 0,12% 0,12% 0,12% 0,12% 0,12% 0,12% 0,12% 0,12% 0,12%

14.133.825.853 6,097%

IV P e k e rja a n S ub S t r u c tu r e

1 Pekerjaa n gal i an tan ah, buangan dan urugan l s 1,00 2.204.281.307 0,951% 10 0,10% 0,10% 0,10% 0,10% 0,10% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02%

2 Pekerjaa n bo bokan b or pi l e l s 1,00 24.180.000 0,010% 4 0,00% 0,00% 0,00% 0,00%

3 Pekerjaa n bo bokan s eca nt pi l e 1,00 5.580.000 0,002% 3 0,00% 0,00% 0,00%

4 Pekerjaa n Pi l e Cap l s 1,00 1.809.154.831 0,780% 6 0,13% 0,13% 0,13% 0,13% 0,13% 0,13%

5 Struktu r Bas ement 1 l s 1,00 7.497.233.598 3,234% 19 0,17% 0,17% 0,17% 0,17% 0,17% 0,17% 0,17% 0,17% 0,17% 0,17% 0,17% 0,17% 0,17% 0,17%

11.540.429.736 4,979%

V P e k e rja a n U pp e r S t ru c t u r e

1 Struktu r Po di um (Bas eme nt 2 dan Bas ement 3) l s 1,00 11.447.895.212 4 ,939% 8 0,62% 0 ,62% 0 ,62% 0 ,62%

2 Struktu r Lantai 2 l s 1 ,00 1.547.118.982 0,667% 2 0,33% 0,33%

3 S truktu r Lantai 3 l s 1,00 1.511.967.335 0,652% 2

4 S truktu r Lantai 4 l s 1,00 1.624.332.800 0,701% 2

5 S tr uk tu rL an ta i T yp ic al ( Lt .5 s/ d 1 9) l s 1 ,0 0 2 0. 85 1. 88 6. 67 1 8 ,9 96 % 2 9

6 Struktu r Atap l s 1,00 1.413.469.291 0,610% 4

38.396.670.291 16,565%

7 Wa te rp roo fi ng 231.042.070 0,100% 12 0,0001 0 ,0001 0 ,0001 0 ,0001 0 ,0001 0,0001 0 ,0001 0 ,0001 0 ,0001 0 ,0001 0 ,0001

8 Di l atasi 142.143.370 0,061% 6 0,0001 0,0001 0,0001 0,0001

9 S t ru k tu r J em b a ta n 1 . 36 1 .0 0 9. 6 50 0 , 58 7 % 8

10 Dewateri ng 430.000.000 0,186% 9 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001

2.164.195.090

Total Struktur 79.431.081.543 34,267%

C P e k e rja a n A r si t e k t ur

I B a s e m e nt 3

1 Pekerjaa n Di ndi ng & Fi ni shi ng l s 1,00 330.276.780 0,142% 4 0,04% 0,04% 0,04%

2 Pekerjaa n Pi ntu da n Jende la l s 1,00 58.800. 000 0, 025% 3

3 Pekerjaa n La ntai l s 1,00 207.574.810 0,090% 3

4 Pekerjaa n Cei l i ng l s 1,00 65.656.957 0,028% 3

5 Pekerjaa n Cat l s 1,00 133.540.896 0,058% 3

6 P ekerjaa n Sani tary l s 1,00 0 0,000% 3

7 Pekerjaa n Fi tmens l s 1,00 48.960.000 0,021% 3

Juml ah Bas em ent 3 844.809.443 0,364%

II B a s e m e nt 2

1 P ek er ja an D in di ng & Fi ni sh in g l s 1 ,0 0 4 07 .3 34 .56 0 0 ,17 6% 1




5 Pekerjaa n Cat l s 1,00 140.114.657 0,060% 1

6 P ekerjaa n Sani tary l s 1,00 0 0,000% 1


Juml ah Bas em ent 2 1.027.825.831 0,443%

II I B a s e m e nt 1





5 Pekerjaa n Cat l s 1,00 184.326.712 0,080% 1

6 P ekerjaa n Sani tary l s 1,00 20.275.000 0,009% 1


Juml ah Bas em ent 1 1.464.243.944 0,632%

IV L a n t a i Da s a r

1 Pekerjaa n Faca de l s 1,00 690.439.700 0,298% 1





6 Pekerjaa n Cat l s 1,00 36.686.790 0,016% 1


8 P ekerjaa n Fi tmens l s 1,00 132.420.000 0,057% 1

Juml ah Lantai Dasar 1.418.892.266 0,612%

V L a nt a i D u a

1 Pekerjaa n Faca de l s 1,00 1.284.360.000 0,554% 1





6 Pekerjaa n Cat l s 1,00 22.938.120 0,010% 1



Juml ah Lantai Dua 1.773.582.376 0,765%

V I L a n t a i T i g a






6 Pekerjaa n Cat l s 1,00 39.818.250 0,017% 1


8 Pekerjaa n Fi tmens l s 1,00 47.880.000 0,021% 1Juml ah Lantai Ti ga 2.354.843.500 1,016%

V II L a n t a i Em p a t






6 Pekerjaa n Cat l s 1,00 46.268.998 0,020% 1


8 P ekerjaa n Fi tmens l s 1,00 139.140.000 0,060% 1

Juml ah Lantai Em pat 2.486.368.596 1,073%

V II I L a n t a i T y p i ca l ( L t .5 s / d 1 9 )


2 P ek er ja an D in di ng & Fi ni sh in g l s 1 ,0 0 5 .6 92 .5 19 .05 0 2 ,45 6% 1 8

3 P ek er ja an P in tu d an J en de la l s 1 ,0 0 4 .6 87 .5 00 .00 0 2 ,02 2% 1 5

4 Pekerjaa n La ntai l s 1,00 3.016.450.350 1,301% 16

5 P ekerjaa n Cei l i ng l s 1,00 844.865.540 0,364% 17

6 P ekerjaa n Cat l s 1,00 956.322.450 0,413% 14

7 Pekerjaa n Sani tary l s 1,00 1.549.800.000 0,669% 14

8 Pekerjaa n Fi tmens l s 1,00 1.634.980.000 0,705% 14

J um la hL an ta i T yp ic al ( Lt .5 s/ d1 9) 3 8. 46 4. 43 7. 39 0 1 6, 59 4%

External Work 3.257.000.000 1,405% 12Total Arsi tektur 53.092.003.346 22,904%

D PekerjaanMekanikal &Elektrikal

I Pekerjaa n Pers ia pan ME l s 1,00 1.470.000.000 0 ,634% 6 0,11% 0,11% 0,11% 0,11% 0,11% 0,11%

I I Pekerjaa n L i s trik l s 1,00 14.518.954.910 6,264% 45 0,14% 0,14% 0,14% 0,14%

II I Pekerjaa n El ektron ik l s 1,00 8.276.100.000 3,570% 45 0,08% 0,08% 0,08% 0,08%

IV Pekerjaa n Fi re Fi gh ti ng l s 1,00 6.370.000.000 2,748% 42 0,07% 0,07% 0,07% 0,07%

V Pekerjaa n Pl umb in g l s 1,00 9.261.000.000 3,995% 44 0,09% 0,09% 0,09% 0,09% 0,09% 0,09%

VI Pekerjaa n VA C l s 1,00 21.232.977.225 9,160% 44 0,21% 0,21% 0,21%

VI I P ekerjaa n S TP l s 1,00 1.401.400.000 0,605% 8

VI II P ekerjaa n Li ft l s 1,00 9.099.300.000 3,926% 38

IX P ekerjaa n Gens et l s 1,00 7.546.000.000 3,255% 36

X P ekerjaa n Spec ia l Lampu l s 1,00 0 0,000% 1

XI Pekerjaa n P enyambu ngan l s 1,00 3.596.600. 000 1, 552% 38

XI I P ekerjaa n G ondo la l s 1,00 1.078.000.000 0,465% 6

XV P ekerjaa n Ai r Manc ur l s 1,00 196.000.000 0,085% 9

XI V Pekerjaa n Kol am Ren ang l s 1,00 857.500. 000 0, 370% 11

XI I I Pekerjaa n BA S l s 1,00 0 0,000% 1

XVI P rove si ona l Su mp l s 1,00 196.000.000 0,085% 1

Total Mekanikal &Elektrikal 85.099.832.134 36,713%

TOTA L RA B 231.799.429.424 100,000%

R EN CA NA PR OG RE SS M IN GG UA N 0 ,6 11 % 0 ,6 11 % 0 ,6 11 % 0 ,6 27 % 0 ,6 74 % 0 ,6 74 % 0 ,6 73 % 0 ,6 73 % 0 ,6 86 % 0 ,6 86 % 0 ,6 97 % 0 ,6 97 % 0 ,7 89 % 0 ,7 90 % 0 ,7 95 % 0 ,7 95 % 0 ,5 18 % 0 ,4 31 % 0 ,4 28 % 0 ,4 28 % 0 ,3 78 % 0 ,3 88 % 0 ,4 56 % 0 ,4 56 % 0 ,4 96 % 0 ,4 96 % 0 ,4 67 % 0 ,4 67 % 0 ,0 00 % 0 ,0 00 % 0 ,5 02 % 0 ,4 98 % 0 ,4 98 % 0 ,6 90 % 1 ,8 99 % 1 ,8 13 % 1 ,6 82 % 1 ,5 10 % 0 ,9 42 % 0 ,8 47 %

REALISASIPROGRESS MINGGUAN 0 ,5 26 % 0 ,5 25 % 0 ,4 84 % 0 ,5 00 % 0 ,5 89 % 0 ,5 89 % 0 ,6 17 % 0 ,6 44 % 0 ,6 01 % 0 ,6 01 % 0 ,5 69 % 0 ,5 69 % 0 ,6 20 % 0 ,6 19 % 0 ,7 10 % 0 ,7 10 % 0 ,3 48 % 0 ,2 61 % 0 ,3 00 % 0 ,3 02 % 0 ,2 93 % 0 ,3 03 % 0 ,3 27 % 0 ,3 29 % 0 ,3 26 % 0 ,3 26 % 0 ,2 54 % 0 ,2 55 % 0 ,0 00 % 0 ,0 00 % - 0, 09 2% 0 ,0 81 % 0 ,4 93 % 0 ,1 68 % 0 ,8 18 % 1 ,8 60 % 1 ,3 50 % 1 ,8 64 % 0 ,7 62 % 1 ,9 48 %

DEVIASIPROGRESS MINGGUAN

K OM UL AT I F R EN CA NA P RO GR ES S M IN GG UA N 0 ,6 11 % 1 ,2 21 % 1 ,8 33 % 2 ,4 60 % 3 ,1 34 % 3 ,8 08 % 4 ,4 81 % 5 ,1 54 % 5 ,8 40 % 6 ,5 26 % 7 ,2 23 % 7 ,9 19 % 8 ,7 09 % 9 ,4 98 % 1 0, 29 3% 1 1, 08 8% 1 1, 60 6% 1 2, 03 7% 1 2, 46 5% 1 2, 89 4% 1 3, 27 2% 1 3, 66 0% 1 4, 11 5% 1 4, 57 1% 1 5, 06 7% 1 5, 56 3% 1 6, 03 0% 1 6, 49 7% 1 6, 49 7% 1 6, 49 7% 1 7, 00 0% 1 7, 49 8% 1 7, 99 7% 1 8, 68 7% 2 0, 58 5% 2 2, 39 8% 2 4, 08 0% 2 5, 59 0% 2 6, 53 2% 2 7, 37 8%

KOMULATIF REALISASI PROGRESS MINGGUAN 0 , 52 6 % 1 , 05 1 % 1 , 53 5 % 2 , 03 5 % 2 , 62 4 % 3 , 21 3 % 3 , 83 0 % 4 , 47 4 % 5 , 07 5 % 5 , 67 6 % 6 , 24 5 % 6 , 81 4 % 7 , 43 4 % 8 , 05 3 % 8 , 76 3 % 9 , 47 3 % 9 , 82 1 % 1 0 ,0 8 2% 1 0 ,3 8 2% 1 0 ,6 8 4% 1 0 ,9 7 7% 1 1 ,2 8 0% 1 1 ,6 0 7% 1 1 ,9 3 6% 1 2 ,2 6 2% 1 2 ,5 8 8% 1 2 ,8 4 2% 1 3 ,0 9 7% 1 3 ,0 9 7% 1 3 ,0 9 7% 1 3 ,0 0 5% 1 3 ,0 8 6% 1 3 ,5 7 9% 1 3 ,7 4 7% 1 4 ,5 6 5% 1 6 ,4 2 5% 1 7 ,7 7 5% 1 9 ,6 3 9% 2 0 ,4 0 1% 2 2 ,3 5 %

K OM UL AT I F D EV IA SI P RO GR ES S M IN GG UA N - 0, 08 5% - 0, 17 0% - 0, 29 8% - 0, 42 5% - 0, 51 0% - 0, 59 5% - 0, 6 51 % - 0, 6 80 % - 0, 7 65 % - 0, 8 50 % - 0, 9 78 % - 1, 1 05 % - 1, 2 75 % - 1, 4 45 % - 1, 53 0% - 1, 61 5% - 1, 78 5% - 1, 95 5% - 2, 08 3% - 2, 21 0% - 2, 29 5% - 2, 38 0% - 2, 50 8% - 2, 63 5% - 2, 80 5% - 2, 97 5% - 3, 18 8% - 3, 40 0% - 3, 40 0% - 3, 40 0% - 3, 99 5% - 4, 41 2% - 4, 41 8% - 4, 94 0% - 6, 02 0% - 5, 97 3% - 6, 30 5% - 5, 95 1% - 6, 13 1% - 5, 02 9%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

Mengetahui,

PemilikProyek,

KSOWIKA REALTY - BambangPurwanto

Wahyudi DamarSasongko,ST

ManajerRealty

Januari 2013

(GABUNGAN)

No Uraian Vol ume TOTA L Bobot

(%)

Durasi Rencana

(minggu)

Februari 2013 Maret 2013 A pril 2013 Mei 2013 Juni 2013 Jul i 2013

Juni 2013

I

D

U

L

F

I

T

R

I

1

4

3

4

H

Agus tus 2013 September 2013 Oktober 2013

Januari 2013 Februari 2013 Maret 2013 A pril 2013 Mei 2013 Jul i 2013 Agus tus 2013 September 2013 Oktober 2013

0

0,1

0,2

0,3

0,4

0,5

0,6

0,7

0,8

0,9

0,000%

5,000%

10,000%

15,000%

20,000%

25,000%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40


6/10

41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141

0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 1,681%

0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,005% 0,004% 0,003% 0,003% 0,003% 0,003% 0,003% 2,332%

0,02% 0 ,02% 0 ,02% 0 ,02% 0 ,02% 0 ,02% 0 ,02% 0 ,02% 0 ,02% 0 ,02% 0 ,02% 0 ,02% 0 ,01% 0 ,01% 0 ,01% 0 ,01% 2,103%

0,909%

0,231%

1,214%

0,233%

1,120%

0,234%

0,326%

0,12% 0,12% 1,424%

0,189%

0,987%

0,641%

0,997%

0,148%

1,609%

0,127%

1,398%

0,951%

0,010%

0,002%

0,780%

0,17% 0,17% 0,17% 0,17% 0,17% 3,234%

0,62% 0,62% 0,62% 0,62% 4,939%

0,667%

0,33% 0,33% 0,652%

0,35% 0,35% 0,701%

0,31% 0,31% 0,31% 0,31% 0,31% 0,31% 0,31% 0,31% 0,31% 0,62% 0,62% 0,62% 0,62% 0,62% 0,62% 0,62% 0,62% 0,62% 0,62% 8,996%

0,0015 0,0015 0,0015 0,0015 0,610%

0,0001 0,100%

0,0001 0,0001 0,061%

0 ,0 00 7 0 ,0 00 7 0 ,0 00 7 0 ,0 00 7 0 ,0 00 7 0 ,0 00 7 0 ,0 00 7 0 ,0 00 7 0 ,5 87 %

0,0001 0,0001 0,0001 0,0052% 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,0001 0,186%

0,04% 0,142%

0,01% 0,01% 0,01% 0,025%

0,03% 0,03% 0,03% 0,090%

0,01% 0,01% 0,01% 0,028%

0,02% 0,02% 0,02% 0,058%

0,00% 0,00% 0,00% 0,000%

0,01% 0,01% 0,01% 0,021%

0,18% 0,176%

0,07% 0,074%

0,08% 0,077%

0,04% 0,037%

0,06% 0,060%

0,00% 0,000%

0,02% 0,019%

0,29% 0,293%

0,07% 0,073%

0,10% 0,102%

0,06% 0,056%

0,08% 0,080%

0,01% 0,009%

0,02% 0,019%

0,30% 0,298%

0,14% 0,135%

0,05% 0,053%

0,02% 0,023%

0,01% 0,009%

0,02% 0,016%

0,02% 0,021%

0,06% 0,057%

0,55% 0,554%

0,08% 0,082%

0,03% 0,026%

0,02% 0,022%

0,01% 0,010%

0,01% 0,010%

0,02% 0,020%

0,04% 0,041%

0,55% 0,554%

0,22% 0,222%

0,04% 0,038%

0,11% 0,107%

0,05% 0,050%

0,02% 0,017%

0,01% 0,007%

0,02% 0,021%

0,55% 0,554%

0,21% 0,213%

0,05% 0,048%

0,13% 0,129%

0,03% 0,028%

0,02% 0,020%

0,02% 0,020%

0,06% 0,060%

0,62% 0,62% 0,62% 0,62% 0,62% 0,62% 0,62% 0 ,62% 0 ,62% 0 ,62% 0 ,62% 0 ,62% 0 ,62% 0 ,62% 8,664%

0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 0,14% 2,456%

0,13% 0,13% 0,13% 0,13% 0,13% 0,13% 0,13% 0,13% 0 ,13% 0 ,13% 0 ,13% 0 ,13% 0 ,13% 0 ,13% 0 ,13% 2,022%

0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 1,301%

0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,02% 0,364%

0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0,413%

0,05% 0,05% 0,05% 0,05% 0,05% 0,05% 0,05% 0 ,05% 0 ,05% 0 ,05% 0 ,05% 0 ,05% 0 ,05% 0 ,05% 0,669%

0,05% 0,05% 0,05% 0,05% 0,05% 0,05% 0,05% 0 ,05% 0 ,05% 0 ,05% 0 ,05% 0 ,05% 0 ,05% 0 ,05% 0,705%

0,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 0 ,12% 1,405%

0,634%

0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0, 14 % 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0, 14% 0 ,1 4% 0, 14 % 0, 14% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,1 4% 0 ,14 % 6 ,2 64 %

0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0, 08 % 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0, 08% 0 ,0 8% 0, 08 % 0, 08% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,0 8% 0 ,08 % 3 ,5 70 %

0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0, 07 % 0 ,0 7% 0 ,0 7% 0 ,0 7% 0 ,0 7% 0, 07% 0 ,0 7% 0, 07 % 0, 07% 0 ,0 7% 0 ,0 7% 0 ,0 7% 2 ,7 48 %

0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0, 09 % 0 ,0 9% 0 ,0 9% 0 ,0 9% 0 ,0 9% 0, 09% 0 ,0 9% 0, 09 % 0, 09% 0 ,0 9% 0 ,0 9% 0 ,0 9% 3 ,9 95 %

0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0, 21 % 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0, 21% 0 ,2 1% 0, 21 % 0, 21% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,2 1% 0 ,21 % 9 ,1 60 %

0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,08% 0,605%

0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0, 10 % 0 ,1 0% 0 ,1 0% 0 ,1 0% 0 ,1 0% 0, 10% 0 ,1 0% 0, 10 % 0, 10% 0 ,1 0% 0 ,1 0% 0 ,1 0% 3 ,9 26 %

0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0,09% 0, 09% 0,09% 0,09% 0,09% 0,09% 0, 09% 0,09% 0, 09% 0, 09% 0,09% 3,255%

0,00% 0,000%

0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0, 04 % 0 ,0 4% 0 ,0 4% 0 ,0 4% 0 ,0 4% 0, 04% 0 ,0 4% 0, 04 % 0, 04% 0 ,0 4% 0 ,0 4% 0 ,0 4% 1 ,5 52 %

0,08% 0 ,08% 0 ,08% 0,08% 0 ,08% 0 ,08% 0,465%

0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,085%

0,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0 ,03% 0,370%

0,00% 0,000%

0, 08 % 0 ,0 85 %

0 ,7 24 % 0 ,6 89 % 0 ,5 84 % 0 ,5 44 % 0 ,5 65 % 0 ,3 95 % 0 ,3 95 % 0 ,3 75 % 2 ,3 57 % 2 ,2 04 % 2 ,1 57 % 2 ,6 24 % 2 ,8 11 % 2 ,8 40 % 2 ,8 49 % 3 ,0 19 % 2 ,7 07 % 2 ,8 02 % 2 ,7 61 % 3 ,3 69 % 2 ,8 10 % 3 ,6 78 % 2 ,3 32 % 3 ,0 67 % 2 ,3 87 % 2 ,9 92 % 0 ,9 47 % 0 ,9 47 % 0 ,9 38 % 0 ,9 38 % 0 ,9 04 % 0 ,8 18 % 0 ,8 95 % 0 ,8 95 % 0 ,8 95 % 0 ,0 00 % 0 ,0 00 % 0 ,8 95 % 0 ,8 95 % 0 ,8 95 % 0 ,8 18 % 0 ,8 18 % 0 , 81 8% 0 ,8 18 % 0 ,8 18 % 0 ,8 18 % 0 ,7 27 % 0 , 72 7% 0 ,4 27 % 0 ,4 27 % 0 ,4 27 % 0 ,0 85 % 0 ,0 00 %

1 ,0 81 % 0 ,8 32 % 0 ,7 41 % 1 ,0 13 % 0 ,5 45 % 1 ,6 33 % 0 ,9 78 % 3 ,0 23 % 0 ,8 86 %

2 8 ,1 0 3% 2 8 ,7 9 1% 2 9 ,3 7 6% 2 9 ,9 2 0% 3 0 ,4 8 5% 3 0 ,8 8 0% 3 1 ,2 7 6% 3 1 ,6 5 0% 3 4 ,0 0 7% 3 6 ,2 1 1% 3 8 ,3 6 8% 4 0 ,9 9 2% 4 3 ,8 0 3% 4 6 ,6 4 3% 4 9 ,4 9 2% 5 2 ,5 1 1% 5 5 ,2 1 7% 5 8 ,0 2 0% 6 0 ,7 8 0% 6 4 ,1 4 9% 6 6 ,9 5 9% 7 0 ,6 3 7% 7 2 ,9 6 9% 7 6 ,0 3 6% 7 8 ,4 2 4% 8 1 ,4 1 6% 8 2 ,3 6 3% 8 3 ,3 1 0% 8 4 ,2 4 7% 8 5 ,1 8 5% 8 6 ,0 8 8% 8 6 ,9 0 6% 8 7 ,8 0 1% 8 8 ,6 9 6% 8 9 ,5 9 1% 8 9 ,5 9 1% 8 9 ,5 9 1% 9 0 ,4 8 6% 9 1 ,3 8 1% 9 2 ,2 7 6% 9 3 ,0 9 4% 9 3 ,9 1 1% 9 4 ,7 2 9% 9 5 ,5 4 6% 9 6 ,3 6 4% 9 7 ,1 8 1% 9 7 ,9 0 8% 9 8 ,6 3 5% 9 9 ,0 6 2% 9 9 ,4 8 9% 9 9 ,9 1 5% 1 0 0, 0 00 % 1 0 0, 0 00 %

2 3 ,4 3 0% 2 4 ,2 6 2% 2 5 ,0 0 3% 2 6 ,0 1 6% 2 6 ,5 6 1% 2 8 ,1 9 4% 2 9 ,1 7 2% 3 2 ,1 9 5% 3 3 ,0 8 2%

-4,673% - 4,529% - 4,373% - 3,904% - 3,924% - 2,686% - 2,104% 0 ,545% - 0,926%

100,00%

41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141

Menyetujui, Dibuat oleh,

Manajemen Konstruksi KontraktorPelaksana

PT.ULTIMATE PT.WIKA REALTY

Ir. Sudibyanto T Ir. Martinus Pauran

Construction Manajer Manajer Proyek

November 2013 Desember 2013 Januari 2014 Agu-14 Sep-14 Okt-14 Nov-14

I

D

U

L

F

I

T

R

I

1

4

3

5

H

Februari 2014 Maret 2014 April 2014 Mei 2014 Juni 2014 Jul -14

Juni 2014November 2013 Desember 2013 Januari 2014 Februari 2014 Maret 2014 April 2014 Mei 2014 Jul -14 Agu-14 Sep-14 Okt-14 Nov-14

40 41

Series1


7/10

MONITORING MINGGUAN PROYEKPROYEK : La Grande Merdeka Taman Sari Bandung

LOKASI : Jl. Merdeka 25-29 Bandung

PERODE : Minggu ke-49 (8 Januari 2014)

Ra. Ri. Ra. Ri. URAIAN PROGRESS URAIAN PROGRESS

31,65% 32,20% 34,01% 33,08% 0,89% -0,93% PEKERJAAN STRUKTUR PEKERJAAN STRUKTUR

- Struktur Basement 3 100% Podium

- Struktur Basement 2 100% - Struktur Basement 1

- Struktur Basement 1 99% - Ground Floor

SPK - Ground Floor 99% Upper Structure

Start = Upper Structure - Lantai 2

- Lantai 2 101% - Lantai 3

JWP = 648 Hari Kalender - Lantai 3 98% - Lantai 4

TWP = 343 Hari Kalender - Lantai 4 94% - Lantai 5

SWP = 305 Hari Kalender - Lantai 5 99% - Lantai 6


Finish = - Lantai 7 80% - Lantai 8



ADDENDUM (Jika Ada) PEKERJAAN SUB STRUKTUR PEKERJAAN ARSITEKTUR

648 Hari Kalender - Galian Tanah 100,00% Pekerjaan Dinding & Finishing

343 Hari Kalender PEKERJAAN DINDING PENAHAN TANAH - Basement 3

305 Hari Kalender - Bored Piled 100% - Basement 2

- Secant Pile 100% - Basement 1

Finish = - Guide Wall 100% - Ground Floor

- Lantai 2

PEKERJAAN ARSITEKTUR - Lantai 3

Pekerjaan Dinding & Finishing - Lantai 4

- Basement 3 87%

- Basement 2 78% PEKERJAAN MEP

- Basement 1 85% - Pekerjaan Eletronik

- Ground Floor 62% - Pekerjaan Fire Fighting

- Lantai 2 74% - Pekerjaan Plumbing

- Lantai 3 50% - Pekerjaan VAC

- Lantai 4 20% - Pekerjaan Listrik

PEKERJAAN MEP

- Pekerjaan Eletronik 6,24%

- Pekerjaan Fire Fighting 7,67%- Pekerjaan Plumbing 7,67%

- Pekerjaan VAC 8%

KETERANGAN :

JWP = Jangka Waktu Pelaksanaan

TWP = Terpakai Waktu Pelaksanaan

SWP = Sisa Waktu Pelaksanaan

Catatan :

Mohon untuk Laporan Mingguan ini diisi secara rutin dan ditandatangani Manajer Proyek yg nantinya dilampirkan sebagai laporan bulanan Proyek

02 Januari 2013

13 Oktober 2014

JWP baru =

TWP =

SWP =

13 Oktober 2014

s/d Mgg Lalu (%) s/d Mgg. Ini % Progress

Minggu iniDeviasi

PROGRESS PELAKSANAAN PEKERJAAN RENCANA PEKERJAAN

S/D MINGGU INI MINGGU DEPAN


8/10

1. Cash Flow dari pusat mengalami keterlambatan yang mengakibatkan jumlah

2. Pen geco ran hari s abtu minggu un tuk area co ndotel (dep an 1. Melakukan ko ordinasi den gan p ihak po lantas

3. Cuaca yang tidak mendukung untuk melanjutkan pekerjaan di lapangan

.. , tgl/bln/thn

Dibuat Oleh,

..

Manajer Proyek

dikampung halaman

para pekerja proyek berkurang karena menunggu pembayaran.

4. Jumlah para pekerja proyek belum optimal karena masih ada yang berada

mall BIP) sangat terkendala trafic lalu lintas dan car free day

pada setiap minggu pagi

KESIMPULAN DAN EVALUASIKENDALA / INFORMASI / PERMASALAHAN TINDAK LANJUT

1. Perlu adanya komunikasi antara WR dan mandor/subcont serta Opsi

lain demi menunjang pelaksanaan pekerjaan proyek

2. Koordinasi intens dengan pihak petugas

sehingga bisa mengkondisikan trafik pada saat pengecoran khusunya polantas dan eksternal lain sangat diprioritaskan

hari sabtu dan minggu khusunya di area condotel


9/10

FISIK BOBOT (%) FISIK BOBOT (%) FISIK BOBOT (%)

A PEKER JAAN PR ELIM INAR Y

1 Peralatan Utama ls 1,00 3.896.804.633 1,68% 0,6800 1,915% 0,0100 0,02% 0,6900 1,932%

2 Peralatan Bantu ls 1,00 5.406.022.834 2,33% 0,5800 1,353% 0,0100 0,02% 0,5900 1,376%

3 Pekerjaan Persiapan ls 1,00

A. Pekerjaan Persiapan ls 1,00 3.216.632.056 1,39% 0,5800 0,805% 0,0100 0,01% 0,5900 0,819%

B. Pekerjaan Sungai Permanen ls 1,00 1.657.052.878 0,71% 0,9500 0,679% 0,0000 0,00% 0,9500 0,679%

Total Pek. Preliminary 14.176.512.401 6,12% 4,75% 0,05% 4,81%

B PEKER JAAN KONSTRU KSI

I P ek er ja an S urv ey ing

1 Biaya Observasi dan pengukuran ls 1,00 4.800.000 0,002% 0,538 0,001% 0,010 0,000% 0,548 0,001%I I P ek er ja an P onda si

1 Pengeboran bor pile

- D 1000 mm ttk 115,00 2.106.000.000 0,91% 115,00 0,909% 0 0,00% 115 0,909%

- D 800 mm ttk 5,00 534.600.000 0,23% 5,00 0,231% 0 0,00% 5 0,231%

2 Beton bor pile

- D 1000 mm ttk 115,00 2.813.636.250 1,21% 115,00 1,214% 0 0,00% 115 1,214%

- D 800 mm ttk 5,00 540.218.160 0,23% 5,00 0,233% 0 0,00% 5 0,233%

3 Pembesian bor pile

- D 1000 mm ttk 115,00 2.596.463.118 1,12% 115,00 1,120% 0 0,00% 115 1,120%

- D 800 mm ttk 5,00 543.525.270 0,23% 5,00 0,234% 0 0,00% 5 0,234%

4 Loading Test, PDA, Uji Lateral ttk 1,00 755.000.000 0,33% 1,00 0,326% 0 0,00% 1 0,326%

9.894.242.798 4,27% 4,27% 0,00% 4,27%

III Pekerjaan Dinding Penahan Tanah

1 Guide Wall ls 1,00 438.650.000 0,19% 1 0,189% 0 0,00% 1 0,189%

2 Pengeboran secant pile

- D 800 mm primer ttk 237,00 2.287.862.500 0,99% 237 0,987% 0 0,00% 237 0,987%

- D 800 mm sekunder ttk 237,00 1.485.625.000 0,64% 237 0,641% 0 0,00% 237 0,641%

3 Beton secant pile

- D 800 mm K250 primer ttk 237,00 2.311.905.855 1,00% 237 0,997% 0 0,00% 237 0,997%

- D 800 mm K250 sekunder ttk 237,00 342.867.394 0,15% 237 0,148% 0 0,00% 237 0,148%

4 Pembesian secant pile

- D 800 mm primer ttk 237,00 3.730.740.267 1,61% 237 1,609% 0 0,00% 237 1,609%

5 Capping Beam m 356,00 294.909.737 0,13% 356 0,127% 0 0,00% 356 0,127%

6 Ground Anchor + H beam pengikat soldier pile ttk 100,00 3.241.265.100 1,40% 96 1,342% 0 0,00% 96 1,34%

14.133.825.853 6,10% 6,04% 0,00% 6,04%

IV Pekerjaan Sub Structure

1 Pekerjaan galian tanah, buangan dan urugan m3 37.509,36 2.204.281.307 0,95% 37509,36 0,951% 0,00 0,00% 37509,36 0,95%

2 Pekerjaan bobokan bor pile ttk 120,00 24.180.000 0,010% 120 0,010% 0 0,000% 120,00 0,01%

3 Pekerjaan bobokan secant pile ttk 474,00 5.580.000 0,002% 474 0,002% 0 0,000% 474,00 0,00%

4 Pekerjaan Raft Foundation ls 1,00 5.110.872.606 2,20% 1,11 2,438% 0,01 0,018% 1,11 2,456%

5 Struktur Basement 3 ls 1,00 7.497.233.598 3,23% 1,00 3,230% 0,00 0,00% 1,00 3,23%



8 Struktur Ground Floor ls 1,00 3.815.965.071 1,65% 0,98 1,615% 0,01 0,02% 0,99 1,63%

26.290.042.723 11,34% 11,53% 0,04% 11,56%

V Pekerjaan Upper Structure

1 Struktur Lantai 2 ls 1,00 1.547.118.982 0,67% 0,99 0,66% 0,02 0,01% 1,01 0,67%





6 Struktur Lantai 7 ls 1,00 1.390.125.778 0,60% 55,53% 0,33% 0,24 0,15% 0,80 0,48%

7 Struktur Lantai 8 ls 1,00 1.390.125.778 0,60% 0,56 0,34% 0,56 0,34%

8 Struktur Lantai 9 ls 1,00 1.390.125.778 0,60% 0,06 0,03% 0,06 0,03%

9 Struktur Lantai 10 ls 1,00 1.390.125.778 0,60%










19 Struktur Atap ls 1,00 1.413.469.291 0,61%

26.948.775.079 11,63% 3,36% 0,62% 3,98%

20 Waterproofing ls 1,00 231.042.070 0,10%

21 Dilatasi ls 1,00 142.143.370 0,06%

22 Struktur Jembatan ls 1,00 1.361.009.650 0,59%

23 Dewatering ls 1,00 430.000.000 0,19% 0,91 0,169% 0,03 0,01% 0,94 0,174%

Total Struktur Apartment 79.431.081.543 34,27% 25,36% 0,66% 26,02%

C Pekerjaan Arsitektur Apartemen

I Basement 3

1 Pekerjaan Dinding & Finishing ls 1,00 330.276.780 0,14% 0,86 0,12% 0,012 0,002% 0,87 0,12%

2 Pekerjaan Pintu dan Jendela ls 1,00 58.800.000 0,03%

3 Pekerjaan Lantai ls 1,00 207.574.810 0,09%

4 Pekerjaan Ceiling ls 1,00 65.656.957 0,03%

5 Pekerjaan Cat ls 1,00 133.540.896 0,06%

6 Pekerjaan Sanitary ls 1,00 0 0,00%7 Pekerjaan Fitmens ls 1,00 48.960.000 0,02%

Jumlah Basement 3 844.809.443 0,36% 0,12% 0,00% 0,12%

II Basement 2





5 Pekerjaan Cat ls 1,00 140.114.657 0,06%

6 Pekerjaan Sanitary ls 1,00 0 0,00%

7 Pekerjaan Fitmens ls 1,00 44.385.000 0,02%

Jumlah Basement 2 1.027.825.831 0,44% 0,13% 0,01% 0,14%

III Basement 1





5 Pekerjaan Cat ls 1,00 184.326.712 0,08%

6 Pekerjaan Sanitary ls 1,00 20.275.000 0,01%


Jumlah Basement 1 1.464.243.944 0,63% 0,21% 0,04% 0,25%

IV La nta i Dasar

1 Pekerjaan Facade ls 1,00 690.439.700 0,30%





6 Pekerjaan Cat ls 1,00 36.686.790 0,02%



Jumlah Lantai Dasar 1.418.892.266 0,61% 0,08% 0,01% 0,08%

REALISASI

SD MINGGU LALU MINGGU INI SD MINGGU ININo Uraian Satuan VolumeHARGA APARTEMEN +

CONDOTEL

Bobot

(%)


10/10

FISIK BOBOT (%) FISIK BOBOT (%) FISIK BOBOT (%)

REALISASI

SD MINGGU LALU MINGGU INI SD MINGGU ININo Uraian Satuan VolumeHARGA APARTEMEN +

CONDOTEL

Bobot

(%)

V Lantai Dua

1 Pekerjaan Facade ls 1,00 1.284.360.000 0,55%





6 Pekerjaan Cat ls 1,00 22.938.120 0,01%



Jumlah Lantai Dua 1.773.582.376 0,77% 0,05% 0,01% 0,06%

VI Lantai Tiga

1 Pekerjaan Facade ls 1,00 1.284.360.000 0,55%2 Pekerjaan Dinding & Finishing ls 1,00 513.891.540 0,22% 0,23 0,05% 0,270 0,060% 0,50 0,11%




6 Pekerjaan Cat ls 1,00 39.818.250 0,02%



Jumlah Lantai Tiga 2.354.843.500 1,02% 0,05% 0,06% 0,11%

V II L anta i E mpa t


2 Pekerjaan Dinding & Finishing ls 1,00 493.714.170 0,21% 0,200 0,043% 0,20 0,04%




6 Pekerjaan Cat ls 1,00 46.268.998 0,02%



Jumlah Lantai Empat 2.486.368.596 1,07% 0,00% 0,04% 0,04%

VIII Lantai Typical (Lt. 5 s/d 19 )


2 Pekerjaan Dinding & Finishing ls 1,00 379.501.270 0,16%




6 Pekerjaan Cat ls 1,00 63.754.830 0,03%



Jumlah Lantai Typical (Lt. 5 s/d 19) 2.564.295.826 1,11%

IX Lantai 6 ls 1,00 2.564.295.826 1,11%

X Lantai 7 ls 1,00 2.564.295.826 1,11%

XI Lantai 8 ls 1,00 2.564.295.826 1,11%

XII Lantai 9 ls 1,00 2.564.295.826 1,11%

XIII La nta i 10 ls 1,00 2.564.295.826 1,11%

XIV La nta i 11 ls 1,00 2.564.295.826 1,11%

XV Lantai 12 ls 1,00 2.564.295.826 1,11%

XVI La nta i 13 ls 1,00 2.564.295.826 1,11%

X VI I L anta i 1 4 ls 1,00 2.564.295.826 1,11%

X VI II L anta i 15 ls 1,00 2.564.295.826 1,11%

XIX Lantai 16 ls 1,00 2.564.295.826 1,11%

XX Lantai 17 ls 1,00 2.564.295.826 1,11%

XXI Lantai 18 ls 1,00 2.564.295.826 1,11%

XXII La nta i 19 ls 1,00 2.564.295.826 1,11%

Jumlah Lantai Typical (Lt. 5 s/d 19) 38.464.437.390 16,59%

External Work 3.257.000.000 1,41%

Total Arsitektur Apartment 53.092.003.346 22,90% 0,64% 0,17% 0,81%

D Pekerjaan Mekanikal & Elektrikal

I Pekerjaan Persiapan ME ls 1,00 1.470.000.000 0,63%

II Pekerjaan Listrik ls 1,00 14.518.954.910 6,26%

III Pekerjaan Elektronik ls 1,00 8.276.100.000 3,57% 0,06 0,22% 0,000 0,000% 0,06 0,22%

IV Pekerjaan Fire Fighting ls 1,00 6.370.000.000 2,75% 0,08 0,21% 0,000 0,000% 0,08 0,21%

V Pekerjaan Plumbing ls 1,00 9.261.000.000 4,00% 0,08 0,31% 0,000 0,000% 0,08 0,31%

VI Pekerjaan VAC ls 1,00 21.232.977.225 9,16% 0,08 0,70% 0,000 0,000% 0,08 0,70%

VII Pekerjaan STP ls 1,00 1.401.400.000 0,60%

VIII Pekerjaan Lift ls 1,00 9.099.300.000 3,93%

IX Pekerjaan Genset ls 1,00 7.546.000.000 3,26%

X Pekerjaan Special Lampu ls 1,00 0 0,00%

XI Pekerjaan Penyambungan ls 1,00 3.596.600.000 1,55%

XII Pekerjaan Gondola ls 1,00 1.078.000.000 0,47%

XV Pekerjaan Air Mancur ls 1,00 196.000.000 0,08%

XIV Pekerjaan Kolam Renang ls 1,00 857.500.000 0,37%

XIII Pekerjaan BAS ls 1,00 0 0,00%

XVI Provesional Sump ls 1,00 196.000.000 0,08%

Total Mekanikal & Elektrikal Apartment 85.099.832.135 36,71% 1,44% 0,00% 1,44%

TOTAL RAB 231.799.429.425 100,00% TOTAL 32,195% TOTAL 0,886% TOTAL 33,082%

Mengetahui Disetujui Oleh Dibuat oleh,

Pemilik Proyek KSO Construction Management Kontraktor Pelaksana

Lagrande Merdeka Tamansari Apartemen PT. ULTIMATE CM PT. Wika Realty

Wahyudi Damar Sasongko, ST Ir. Sudibyanto. T Ir. Martinus Pauran

Manajer Realty Construction Manager Manajer Proyek

monitoring mingguan proyek apartment la grande

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