rab. rukunya jupri

8/18/2019 Rab. Rukunya jupri

1/90

TOKO KEMBAR JAYANo. Urian Pekerjaan P

Pekerjaan pembongkaran Bangunan LamaPEKERJAAN STRUKTUR

ELEVASI -1.65 M s/d 0.00 MPekerjaan Galian Tanah Pondasi 121.73Pekerjaan Pasir Urug Bawah pondasi 121.73Pek. Pondasi Batu Kosong 121.73Pek. Pondasi Batu Gunung 121.73Pekerjaan Tanah Urug t= 40 cmBalok Sloof Type S1 15/20

Pekerjaan Beton K 175 121.73Pekerjaan Pembesian #REF!

Pekerjaan Bekisting 3x pa kai

Lapisan pasir bawah LantaiKolom Beton Kp (11 x 1 1)

Ring Balk Praktis (10 x 15 )Pekerjaan Rabat beton t = 7 cmPekerjaan Rangka Atap Baja RinganPekerjaan Penutup Atap zink AlumPek. List Plank Atap 32.72

PEKERJAAN ARSITEKTURPekerjaan Pasangan DindingPasangan Dinding batu bata 1:5 92.02Pas.dinding Batu Bata 1:3 KM/WC 6.2Pelesteran dinding bata 1 :5

Pelesteran dinding bata 1:3 KM/WC Acian dinding bata

Pekerjaan LantaiPekerjaan Lantai Keramik 30 x30 Ex salsaPekerjaan Lantai Keramik 40 x 40 Ex salsa

Pekerjaan PlafondPekerjaan Pemasanngan Rangka Plafond Besi Hollow 2x4 & 4x4

Pekerjaan Penutup plafond Kalsiboard t = 9mmPekerjaan List Plafond 148.66

Pekerjaaan Pintu dan Jendela Jenis Pintu Type Pj1 Jenis Pintu Type P2 Jenis Pintu Type P3 Jenis Jendela Type J1 Jenis Jendela Type V1

RosterPengecetan DindingPengecetan Dinding Baru 92.02


2/90

PEKERJAAN PLUMBING DAN ME Pekerjaan Instalasi air Bersih dan kotor

Pekerjaan instalasi Air BersihPekerjaan Pipa PVC AW 1/2"Pekerjaan Pipa PVC AW 2"

Pekerjaan instalasi Air kotor

Pekerjaan Pipa PVC AW 4"Pekerjaan Pipa PVC AW 3"

Pekerjaan Sanitasi AirPek. Kloset JonggkokPek. Floor dra inPek. Kran AirPekerjaan titik lampu dan armaturePekerjaan titik lampuPekerjaan Stop kontak

Pek. Saklar t unggal

Pek. Saklar GandaPek. Stop kontak


3/90

L T N/ls VOL1

0.59 0.3 1 21.54621

0.59 0.05 1 3.5910350.59 0.15 1 10.773105

0.21 25.56330.42 146.08 61.3536

0.15 0.2 1 3.6519#RE !

#VALUE!0.1 146.08 14.60"

3.18 29 92.22

121.730.07 146.08 10.2256

12"."3212"."32

32.72

3.18 #RE !3.18 19.716

#RE !

39.432#RE !

4.62141.46

146.0"146.0"14".66

2626

#RE !

3 #RE !


4/90

4 4

55

222

206

4

46


5/90

EEE$%&$''(&$% Es)&*+

( ' RENOVASI ERAT

TOKO KEM AR JA

ENTE 2014


6/90

' ,


7/90

RP

No. Uraian Pekerjaan Bobot BULAN PERTAMA1 2 !

" #ari " #ari " #ari " #ari

1 PEKER AAN STRUKTUR 41.18" 1.24" 4.12" 4.12" 4.12"2 PEKER AAN FINIS IN$ ARSITEKTUR 49.00"3 EKANIKAL % ELEKTRIKAL 4.26"4 FI&TURE' FURNIS IN$ % E(UIP ENT 5.57"

REN$ANA KEMAJUAN PEKERJAAN 90.18"B%B%T REN$ANA 100.00" 1.24" 4.12" 4.12" 4.12"KUMULAT&' REN$ANA 1.24" 5.35" 9.47" 13.59"


8/90

ALISASI WAKTU PELAKSANAANOYEK RENOVASI BERAT TOKO KE BAR AYA BENTE

BENTE 2014

WAKTU PELAKSANAAN PEKERJAANBULAN KE(UA BULAN KET&)A BULAN

* + " , - 1 11 12 1 1!" #ari " #ari " #ari " #ari " #ari " #ari " #ari " #ari " #ari " #ari

4.12" 4.12" 4.12" 8.24" 7.00"

2.45" 2.45" 2.45" 2.45" 4.90" 4.90" 4.90" 4.90" 4.90" 4.90"

0.21" 0.21" 0.43" 0.85" 0.85" 0.85"

1.67" 1.67"

6.57" 6.57" 6.57" 10.69" 12.11" 5.11" 5.33" 5.75" 7.42" 7.42"20.16" 26.72" 33.29" 43.98" 56.09" 61.20" 66.53" 72.28" 79.70" 87.12"

M+ +ss+( 15 M+('Dibuat oleh,

P'$ 'd&+ J+s+

M li0a iE)*+,-* /


9/90

Keteran anKEEMPAT1* 1+

" #ari " #ari

!1.1,3

4.90" 4.90" !-. 3

0.85" !.2+3

1.67% 0.56" *.*"3

7.42" 5.46"94.54" 100.00"

2014


10/90

REKAPITULASI ANGGARANPROYEK RENOVASI BERAT TOKO KEMBAR J

BENTE 2014

No ITEM PEKERJAAN

I PEKERJAAN STRUKTUR

II PEK. FINISHING ARSITEKTUR

III MEKANIKAL & ELEKTRIKAL

IV FIXTURE, FURNISHING & EQUIPMENT

REAL COST

DIBULATKAN

TERBILANG :Empat Ratus Sembilan Puluh Tiga Juta Enam Ratus Delapan Pulu

M+ +s


11/90

IAYAYA BENTE

JUMLAH

Rp. 203,295,032.34

Rp. 241, 90,942.1!

Rp. 21,021,543.00

Rp. 2",4"9,000.00

Rp. 493 !"! #1$.#0

Rp. 493 !"! 000.00

Enam Ribu Rupiah

+( 15 M+(') 2014Dibuat oleh,'$ 'd&+ J+s+

M li0a i E)*+,-* /


12/90

(A'TAR 4AR)A BA4AN BAN)UNAN (ATA4UN AN))ARAN 2 1

N% JEN&S BA4AN/ TENA)A SATUAN1 2

1 B-* - + U* B -*

2 A / /-* - ) :K-)-/;3 B-* $

4 P-)+/ T+,< - $

5 T- - T+,< -

6 P-)+/ P-)- -

7 K /+ +

8 S+/*9 A+/ L*/

10 < )+ P ) K11 S , P /* - :T -)- 50 K ; K

12 S , P /* - S-13 S , N-* =-/ - K14 B-* /- B15 K-=-* < * K16 * = 3 ,, L- < +)*+ L*18 K-> +- 8?10 400 @, -) I B-

20 K-> -) I P- -

21 K-> -) II B-

22 K-> -) II P- -23 K-> -) III B +)*+

24 K-> -) III < +)*+

25 B-* A -,26 P- -, / K27 P- S / )28 P- / B29 B-,<


13/90

N% JEN&S BA4AN/ TENA)A SATUAN47 P- ) / B48 + < )+ K49 P -, / K50 ) , =-/ - K51 B )+ = 4 C 4 @,52 B )+ = 2 C 4 @,53 L-, /@ /> B54 K-< NYY :2 C 2'5GG; R5556 S- -/ T - B57 S- -/ $- - B58 *+*+ -, *+*+59 S* *- B

60 / -- - -/ = - H- +)61 P+ * < )+ = - H- +) S *

62 R+)* / / , = *


14/90

N% JEN&S BA4AN/ TENA)A SATUAN96 $/-)) B97 < +) < * < * M 0'80 B

98 P . K- + /- - = 40C40

99 R , * $- - + +100 B )+ )+ L 30'30'3 K

101 B )+ -*


15/90

N% JEN&S BA4AN/ TENA)A SATUAN

UPA4 KERJA1 P / - O/ -/+2 T - K-> O/ -/+3 T - B-* O/ -/+4 T - -* O/ -/+5 T - L+)*/+ O/ -/+6 T - P+ - O/ -/+7 T - B )+ O/ -/+8 K - - T - K-> O/ -/+9 K - - T - B-* O/ -/+

10 K - - T - L+)*/+ O/ -/+11 K - - T - -* O/ -/+12 K - - T - P+ - O/ -/+13 K - - T - B )+ O/ -/+14 - / O/ -/+

M+ +s


16/90

UPA4 KERJA

4AR)A KET! *

R 85'000.00

R 155'000.00R 75'000.00

R 35'000.00

R 15'000.00

R 115'000.00 R 82.14

R 125'000.00 R 69.44

R 76'700.00R 50.00R 11'400.00R 1'140.00 R 57'000.00

R 57'000.00R 11'500.00R 500.00R 17'100.00R 48'900.00R 1'500.00R 1'000.00

R 5'500'000.00

R 6'000'000.00

R 1'450'000.00

R 2'000'000.00R 400'000.00

R 300'000.00

R 189'800.00R 18'000.00R 250'000.00 120'000.00R 4'500.00R 25'300.00R 36'000.00R 78'800.00R 30'000.00R 2'300.00R 15'000.00R 51'800.00R 16'500.00R 8'487.13R 6'050.00R 9'350.00R 2'200.00R 38'000.00R 49'500.00R 53'600.00R 1'500.00R 12'000.00


17/90

4AR)A KET R 350.00R 18'542.86R 9'490.00R 2'012.50R 20'000.00R 18'000.00R 200'000.00Rp 950,000.00Rp 1,233.33Rp 17,500.00Rp 20,000.00Rp 50,000.00Rp 19,000.00

R 510'000.00R 1'020'000.00

R 2'600'000.00R 5'250.00R 13'125.00R 15'250.00R 42'000.00R 28'250.00R 250'000.00R 59'400.00R 38'500.00R 6'000.00R 120'000.00R 173'000.00R 22'000.00R 17'500.00R 110'000.00R 10'000.00R 10'000.00

R 85'500.00

R 115'000.00R 21'000.00R 92'000.00R 25'000.00R 117'000.00R 30'000.00R 150'000.00R 30'000.00R 120'000.00R 600'000.00

R 65'000.00R 115'000.00R 75'000.00

R 130'000.00R 1'200.00R 750.00


18/90

4AR)A KET R 69'800.00R 42'500.00

R 450'000.00

R 24'700.00R 10'000.00

R 6'000.00R 33'500.00R 10'000.00R 1'350.00 R 60'750R 82'000.00R 1'200.00R 50'000.00R 70'000.00R 150'000.00R 65'000.00R 45'000.00

R 85'000.00


19/90

4AR)A KET

R 35'000.00R 75'000.00R 75'000.00R 75'000.00R 25'000.00R 75'000.00R 75'000.00R 85'000.00R 85'000.00R 85'000.00R 85'000.00R 85'000.00R 85'000.00R 35'000.00

+( 15 M+(') 2014Dibuat oleh,'$ 'd&+ J+s+

M li0a iE)*+,-* /


20/90

ANAL&SAP

STR5 1 16 Men ali tana# biasa se ala6 1 6eter T'$+%+ '( +

0.7500 O P / -0.0250 O - /

STR5 2 1 6 Me6a atkan tana# :7er 2 ;6<T'$+%+ '( +

0.5000 O P / -0.0500 O - /

STR5 1 m3 Mengurug sirtu padat untuk peninggian lantai bangunanBahan

1.2000 m3 Sirtu

Tenaga kerja0.2500 OH Pekerja0.0250 OH Mandor

STR5 ! 1 6 Men r 7asir r + +$

1.2000 ,3 P-)+/ U/T'$+%+ '( +

0.3000 O P / -0.0100 O - /

STR5 * 1 6 Men r sirt 7a at nt k 7enin ian lantai ban nan + +$

1.2000 ,3 S+/*T'$+%+ '( +

0.2500 O P / -0.0250 O - /

STR5 + 16 Men r tana# biasa se ala6 1 6eter+ +$

1.1000 3T'$+%+ '( +

0.2500 O P / -0.0083 O - /

PeSTR5 " 1 K Pe6besian (en an Besi Polos ata Besi Ulir

+ +$10.5000 B )+ < * : ) +/;

0.1500 K-=-* < *T'$+%+ '( +

0.0700 O P / -0.0700 O T - < )+0.0070 O K - - * -0.0040 O - /

STR5 , 1 K Pe6besian (en an Besi Polos ata Besi Ulir

Pek

T- - T+,< -


21/90

0.3500 B* T/+ )

T'$+%+ '( +

0.6600 O P / -0.3300 O T - ->0.0330 O K - - * -0.0330 O - /

STR5 1! 1 M2 Me6asan Bekistin Unt k Tan a+ +$

0.0300 K-> K -) III0.4000 K P- B+-)-0.1500 L* + >- B +)*+0.0150 3 K-> B- K ). II0.3500 L +-. 8?10 400 @,

T'$+%+ '( +0.6600 O P / -0.3300 O T - ->0.0330 O K - - * -0.0330 O - /

STR5 1* 1 M2 Me6asan Bekistin Unt k Lantai+ +$

0.0400 K-> K -) III0.4000 K P- B+-)-0.2000 L* + >- B +)*+0.0150 3 K-> B- K ). II0.3500 L +-. 8?10 400 @,

T'$+%+ '( +0.6600 O P / -0.3300 O T - ->0.0330 O K - - * -0.0330 O - /

STR5 1+ 1 M Me6b at beton 6 t >@; = 2+8! MPa :K 1"*


22/90

0.0150 O - /

STR5 22 1 62 Pasan ata7 S7an ek Bahan

1.0200 Lbr J+ A , K/ 0'750.2000 Kg P- 0.0100 Oh K - - T -0.0010 Oh - /

STR5 2 1 M2 Pekerjaan Konstr ksi Baja Rin anBahan

4.0000 M'

3.0000 M'

10.0000 BhTenaga kerja

1.1000 OH P / -0.0750 OH - /0.5000 OH0.0750 OH

STR5 2! 1 M Pek. K a5K a Ka0 KonFesional8 Ka0 Kls.&& G Kls.&&& + MeterBahan

1.1000 M3 B- K-> K ).II15.0000 Kg B )+ S*/+ *

1.2000 OH K - - T -0.2000 OH - /

STR5 2* 1 M2 Me6asan Ran ka Ata7 S7an ek8 Ka0 Kls &&Bahan

0.0140 M3 K-) ?K-) :5&7; @,0.2500 Kg P- 5?10 @,

Tenaga kerja0.1000 OH P / -0.1000 OH T - K->0.0100 OH K - - T -0.0050 OH - /

STR5 2+ 1 M2 Me6asan Ata7 S7an ek Hin;al 6e

Bahan0.0140 M2 S - J+ @- , C? B S@ 0.35 ,,6.0000 Bh S@/ = * ) 12?14&502.0000 Bh S@/ = * ) 10?16&16

Tenaga kerja

B- - R+ - 75.100B- - R+ - 45.75P- S /

T - K->K - - T -


23/90

ANAL&SA PEKERJAAN ARSAnalisa Persia7an lin k

ARS5 1 1 M2 Pe6bersi#an La#anT'$+%+

0.1000 / P / - Q0.0500 / K - - T - B-* Q

ARS5 2 1 M Ti6b nan Tana# Ke6bali0.1920 O P / - Q0.0190 O K - - * - Q1.0000 O A -*


24/90

0.0080 O - / 9

ARS5 " 1 M2 Memasang dinding bata merah tebal ½ bata, campuran spesi 1 P : " PP+ +$

70.0000 B - B-*- , /- 99.6800 P 90.0450 ,3 PP 9

T'$+%+ '( +0.3000 O P / - 90.1000 O T -


25/90

T'$+%+0.0200 O P / - 90.0630 O T - @-* 90.0063 O K - - T - 90.0025 O - / 9

ARS5 12 1 m2 pengecatan tembok lama $1 lapis cat dasar, 2 lapis cat penutup%+ +$

0.1200 K -* -)-/ 90.1800 K -* * 2 C 9

T'$+%+0.0280 O P / - 90.0420 O T - @-* 90.0042 O K - - T - 90.0025 O - / 9

ARS5 1 1 m2 pengeca 7en e;atan bi an ka0 bar :1 la7is Pla6ir


26/90

0.9000 K S , W-/ - 9

T'$+%+0.2500 O P / - 90.1200 O T -


27/90

U + 0.2000 O P / - 90.3000 O T - K-> 90.0300 O K - - T - 90.0100 O - / 9

ARS5 2 1m5 3ist pla*on g0psum+ +$

1.1000 1 L+)* P -D $> ) , @0.0100 K P- @

T'$+%+ '( +0.0500 T - K-> @0.0050 K - - T - @0.0030 - / @

Pekerjaan K n;i

ARS5 21 1 buah pasang engsel pintu Biasa+ +$

1.0000 B E ) + * @T'$+%+

0.0150 O P / - @0.1500 O T - -> @0.0150 O K - - T -

@0.0008 O - / @

ARS5 22 1 buah pasang kunci stenless+ +$

1.0000 B K @+ )* )) @

T'$+%+0.0100 O P / - @0.5000 O T - -> @0.0100 O K - - T - @0.0050 O - / @

ARS5 2 1 buah pasang engsel jendela kupu4kupu+ +$

1.0000 B E ) - @

T'$+%+0.0100 O P / - @

0.1000 O T - -> @0.0100 O K - - T - @0.0005 O - / @


28/90

ARS5 2! 1 buah pasang -andle Pintu Utama+ +$

1.0000 B - @T'$+%+

0.0500 O P / - @0.5000 O T - -> @0.0500 O K - - T - @0.0025 O - / @

ARS5 2* 1 buah pasang 6rendel jendela+ +$

1.0000 B $/ - @T'$+%+

0.0150 O P / - @0.1500 O T - -> @0.0150 O K - - T - @0.0008 O - /

@

ARS5 2+ 1 buah pasang engsel angin+ +$

1.0000 B E ) - + @

T'$+%+0.0200 O P / - @0.2000 O T - -> @0.0200 O K - - T - @0.0100 O - / @

Analisa Pekerjaan Jen ela8 PARS5 2" 1 M2 Pasang &aca, tebal " mm

+ +$

1.1000 K-@- ) 5 ,, @

T'$+%+0.0150 O P / - @0.1500 O T - -> @0.0150 O K - - T - @0.0008 O - / @

ARS5 2, 1 M2 Pasang &aca, tebal 1' mm+ +$

1.1000 K-@- ) 5 ,, @

T'$+%+

0.0150 O P / - @0.1500 O T - -> @0.0150 O K - - T - @

2

2


29/90

ARS5 2- 1 M2 Membuat dan memasang daun pintu panel, &a0u &ls + +$

0.0400 ,3 P- - -> ) II @0.5000 L , -> @

T'$+%+ '( +

1.0000 O P / - @3.0000 O T - -> @0.3000 O K - - * - @0.0500 O - / @

ARS5 1 M! Membuat dan memasang &usen Pintu 7 &usen 8endela, ka0u &ls+ +$

1.1000 ,3 B- K-> @1.2500 P- @1.0000 L , -> @

T'$+%+ '( +7.0000 O P / - @

21.0000 O T - -> @2.1000 O K - - * - @0.3500 O - / @

ARS5 1 1 M2 Membuat dan Memasang 9aun Pintu Panel, &a0u &ls+ +$

0.0400 ,3 P- - K-> @

0.5000 L , -> @

T'$+%+ '( +1.0000 O P / - @3.0000 O T - -> @0.3000 O K - - * - @0.0500 O - / @

ARS5 2 1 M2 Membuat daun pintu ka0u lapis $pl0.ood% rangkap, rangka tertutup ka0u kelas $lebar sa+ +$

0.0250 ,3 P- - -> @

0.0300 P- 1 @, 2'5 @, @0.5000 L , -> @1.0000 L ,= * @0.2100 O K - - * - @0.0350 O - / @

ARS5 1 M5 Pasang kusen lmunium+ +$

1 1000 K ) A + + 4G @


30/90

4.0000 < P- , / @

T'$+%+ '( +0.3000 OH P / - @0.5000 OH T - < )+ @0.1500 OH K - - * - @0.1000 OH - / @

ARS5 !+ +$

4.4000 , P/ - ,+ + , @14.6000 , A ,+ + , )*/+ @

Tena a kerja0.0850 O P / - @0.0850 O T - < )+ @0.0085 OH K - - * - @0.0042 O - / @

ARS5 * 1 M5 Pasang Bingkai lmunium+ +$

1.1000 , B+ -+ - - ,+ + , @1.0000 < E ) - @1.0000 < $/ - @

10.0000 < P- , / @T'$+%+ '( +

1.2000 OH P / - @1.2000 OH T - < )+ @0.4000 OH K - - * - @0.3000 OH - / @

Analisa Pekerjaan Lin k n anARS5 + 1 62 besi #ollo

1.00002

/ -- B )+ = 40C40 % 20C40 A ) ) /+) L -9

ARS5 " Me6asan 1 6D Besi 4ollo ! !

+ +$1.2000 B )+ = 4C4 90.2500 -/ - B ) P / - - 9

T'$+%+0.0810 O P / - 90.1350 O T -


31/90

0.0810 O P / - 90.1350 O T -


32/90

0.0360 O 90.0100 O 9

ARS5 !! 1 M2 Pasan an (in in Bat ala6+ +$

1.0000 B-* A -, 20 C 20 90.1175 J- S , P 90.8000 J- S , W-/ - 90.0285 P-)+/ P-)- 9

T'$+%+ '( +0.6000 O/ / T - B-* 90.0250 O/ / K - - T - 90.5000 O/ / P / - 90.0500 O/ / - / 9

ARS5 !* 1 B# 7e6b atan te67at sa67a#0.7680 ,3 - +- *- - 90.0960 ,3 -)+/ /


33/90

0.3000 P . T- - A+/ J+ A , 90.0800 2 P . P+ - H@ 4G 9

ARS5 * 162 Me6b at 7int besi 7lat baja tebal 2 66 ran ka78 ran ka baja sik+ +$

15.0000 K B )+ )+ L 30'30'3 932.8000 K B )+ -*


34/90

&TEKTURn an

R7 "8"* .

R 35'000.00 R 3'500.00R 85'000.00 R 4'250.00

R7 1,8 *.R 35'000.00 R 6'720.00R 85'000.00 R 1'615.00R 10'000.00 R 10'000.00

R7 1-82,*.

R 400'000.00 R 4'800.00R 18'000.00 R 360.00R 300'000.00 R 2'100.00

R 35'000.00 R 3'500.00R 75'000.00 R 7'500.00R 85'000.00 R 850.00R 35'000.00 R 175.00

+p ,';< "'

R 15'000.00 R 750.00

R 35'000.00 R 5'250.00R 35'000.00 R 87.50

R7 "+8 *+.,

R 500.00 R 35'000.00R 1'140.00 R 16'381.80

R 115'000.00 R 4'600.00

R 35'000.00 R 10'500.00R 85'000.00 R 8'500.00R 85'000.00 R 850.00R 35'000.00 R 525.00

R7 1+812,.12

R 1'140.00 R 3'543.12

R 35'000.00 R 5'250.00


35/90

R 35'000.00 R 280.00

R7 " 8*,*.2

R 500.00 R 35'000.00R 1'140.00 R 11'035.20R 115'000.00 R 5'175.00

R 35'000.00 R 10'500.00R 75'000.00 R 7'500.00R 85'000.00 R 850.00R 35'000.00 R 525.00

R7 8!2 .+

R 1'140.00 R 7'113.60R 115'000.00 R 2'760.00

R 35'000.00 R 10'500.00R 75'000.00 R 11'250.00R 85'000.00 R 1'275.00R 35'000.00 R 525.00

R7 -8 ! .!

R 1'140.00 R 10'670.40R 115'000.00 R 2'415.00

R 35'000.00 R 9'100.00R 75'000.00 R 15'000.00R 85'000.00 R 1'700.00R 35'000.00 R 455.00

R7 1-8! *.

R 1'140.00 R 3'705.00

R 35'000.00 R 7'000.00R 75'000.00 R 7'500.00R 85'000.00 R 850.00R 35'000.00 R 350.00

an R7 28* *.

R 9'490.00 R 949.00

R 36'000.00 R 3'600.00R 78'800.00 R 20'488.00R 30'000 00 R 300 00


36/90

J 6la# & R7 2+8!,".

R 35'000.00 R 700.00R 75'000.00 R 4'725.00R 85'000.00 R 535.50R 35'000.00 R 87.50

J 6la# && R7 +8 !,.

R7 2 8 ",.*

R 36'000.00 R 4'320.00R 78'800.00 R 14'184.00

R 35'000.00 R 980.00R 75'000.00 R 3'150.00R 85'000.00 R 357.00R 35'000.00 R 87.50

is ;at 7en t 7 R7 !+8,+!. "

R 18'542.86 R 3'708.57R 85'500.00 R 12'825.00R 36'000.00 R 6'120.00R 78'800.00 R 20'488.00

R 35'000.00 R 2'450.00R 75'000.00 R 675.00R 85'000.00 R 510.00

R 35'000.00 R 87.50

R7 1!,8"*!.-

R 16'500.00 R 107'250.00R 1'140.00 R 9'302.40R 115'000.00 R 2'645.00R 11'500.00 R 10'350.00

J 6la# & R7 12-8*!".!

R 35'000.00 R 8'750.00R 75'000.00 R 9'000.00R 85'000.00 R 1'020.00R 35'000.00 R 437.50

J 6la# && R7 1-82 ".*

R7 -+8+"1.2

R 8'487.13 R 55'166.33R 1'140.00 R 9'302.40


37/90

R 11'500.00 R 10'350.00 J 6la# & R7 ""8!+ ."

R 35'000.00 R 8'750.00R 75'000.00 R 9'000.00R 85'000.00 R 1'020.00R 35'000.00 R 437.50

J 6la# && R7 1-82 ".*

o> R7 1218!2*.

R 120'000.00 R 120'000.00

R 35'000.00 R 980.00

R 85'000.00 R 340.00R 35'000.00 R 105.00

R7 , 8+ 1.

R 6'050.00 R 10'708.50R 9'350.00 R 12'622.50R 2'200.00 R 13'200.00

J 6la# & R 36 531.00

R 35'000.00 R 21'000.00R 75'000.00 R 22'500.00R 85'000.00 R 2'550.00R 35'000.00 R 1'050.00

J 6la# && R7 !"81 .

R7 + 8* *.

R 1'450'000.00 R 23'635.00R 18'000.00 R 4'500.00

J 6la# & R 2" 135.00

R 35'000.00 R 7'000.00R 75'000.00 R 22'500.00R 85'000.00 R 2'550.00R 35'000.00 R 350.00

J 6la# && R7 28! .

R7 !-8*" .

R 38'000.00 R 14'440.00


38/90

J 6la# & = R 17 170.00

R 35'000.00 R 7'000.00R 75'000.00 R 22'500.00R 85'000.00 R 2'550.00R 35'000.00 R 350.00

J 6la# && = R 32 400.00

R7 + 8!2 .

R 53'600.00 R 58'960.00R 18'000.00 R 180.00

R 75'000.00 R 3'750.00R 85'000.00 R 425.00R 35'000.00 R 105.00

R7 *8 "+.2*

R 22'000.00 R 22'000.00

R 35'000.00 R 525.00R 75'000.00 R 11'250.00R 85'000.00 R 1'275.00R 35'000.00 R 26.25

R 211 "75.00

R 173'000.00 R 173'000.00

R 35'000.00 R 350.00R 75'000.00 R 37'500.00

R 85'000.00 R 850.00R 35'000.00 R 175.00

R 26 217.50

R 17'500.00 R 17'500.00

R 35'000.00 R 350.00

R 75'000.00 R 7'500.00R 85'000.00 R 850.00R 35'000.00 R 17.50


39/90

R 153 5"7.50

R 110'000.00 R 110'000.00

R 35'000.00 R 1'750.00R 75'000.00 R 37'500.00R 85'000.00 R 4'250.00

R 35'000.00 R 87.50

R 23 076.25

R 10'000.00 R 10'000.00

R 35'000.00 R 525.00R 75'000.00 R 11'250.00R 85'000.00 R 1'275.00R 35'000.00 R 26.25

R 27 750.00

R 10'000.00 R 10'000.00

R 35'000.00 R 700.00R 75'000.00 R 15'000.00R 85'000.00 R 1'700.00

R 35'000.00 R 350.00

int G Ka;a R 107 126.25

R 85'500.00 R 94'050.00

R 35'000.00 R 525.00R 75'000.00 R 11'250.00R 85'000.00 R 1'275.00R 35'000.00 R 26.25

R 139 576.25

R 115'000.00 R 126'500.00

R 35'000.00 R 525.00R 75'000.00 R 11'250.00R 85'000.00 R 1'275.00


40/90

R 377 750.00

R 2'000'000.00 R 80'000.00R 21'000.00 R 10'500.00

R 35'000.00 R 35'000.00R 75'000.00 R 225'000.00R 85'000.00 R 25'500.00R 35'000.00 R 1'750.00

R " 104 250.00

R 5'500'000.00 R 6'050'000.00R 18'000.00 R 22'500.00R 21'000.00 R 21'000.00

R 35'000.00 R 245'000.00R 75'000.00 R 1'575'000.00R 85'000.00 R 178'500.00R 35'000.00 R 12'250.00

R 537 750.00

R 6'000'000.00 R 240'000.00

R 21'000.00 R 10'500.00

R 35'000.00 R 35'000.00R 75'000.00 R 225'000.00R 85'000.00 R 25'500.00R 35'000.00 R 1'750.00

pai ' cm% R 354 115.00

R 2'000'000.00 R 50'000.00

R 18'000.00 R 540.00R 21'000.00 R 10'500.00R 92'000.00 R 92'000.00

R 35'000.00 R 24'500.00R 75'000.00 R 157'500.00R 85'000.00 R 17'850.00R 35'000.00 R 1'225.00

R 243 950.00

R 117'000 00 R 128'700 00


41/90

R 4'500.00 R 18'000.00

R 35'000.00 R 10'500.00R 75'000.00 R 37'500.00R 85'000.00 R 12'750.00R 35'000.00 R 3'500.00

R 1 10" 219.50

R 150'000.00 R 660'000.00R 30'000.00 R 438'000.00

R 35'000.00 R 2'975.00R 75'000.00 R 6'375.00R 85'000.00 R 722.50R 35'000.00 R 147.00

R 404 326.25

R 120'000.00 R 132'000.00R 27'750.00 R 27'750.00R 23'076.25 R 23'076.25R 4'500.00 R 45'000.00

R 35'000.00 R 42'000.00R 75'000.00 R 90'000.00R 85'000.00 R 34'000.00R 35'000.00 R 10'500.00

an Lain5Lain R 510 000.00

R 510'000.00 R 510'000.00

R 43 251.00

R 20'000.00 R 24'000.00R 20'000.00 R 5'000.00

R 35'000.00 R 2'835.00R 75'000.00 R 10'125.00R 85'000.00 R 1'147.50R 35'000.00 R 143.50

R7 ! 8 *1.

R 18'000.00 R 21'600.00R 18'000 00 R 4'500 00


42/90

R 35'000.00 R 2'835.00R 75'000.00 R 10'125.00R 85'000.00 R 1'147.50R 35'000.00 R 143.50

R7 1* 82-*.

R 130'000.00 R 130'000.00R 18'000.00 R 900.00

R 35'000.00 R 3'850.00R 75'000.00 R 16'500.00R 85'000.00 R 1'870.00R 35'000.00 R 175.00

R7 * 8 ,*.2

R 500.00 R 17'500.00R 1'140.00 R 11'035.20R 115'000.00 R 5'175.00

R 35'000.00 R 10'500.00R 75'000.00 R 7'500.00R 85'000.00 R 850.00R 35'000.00 R 525.00

R7 *+8-" .+

R 1'140.00 R 7'113.60R 115'000.00 R 2'760.00

R 35'000.00 R 21'000.00R 75'000.00 R 22'500.00R 85'000.00 R 2'550.00R 35'000.00 R 1'050.00

R7 , 8 + .

R 60'750.00 R 60'750.00

R 35'000.00 R 17'500.00R 35'000.00 R 1'260.00R 75'000.00 R 2'700.00R 85'000.00 R 850.00

R7 -2811 .

R 69'800.00 R 69'800.00


43/90

R 75'000.00 R 2'700.00R 85'000.00 R 850.00

R7 2"*8 * .

R 189'800.00 R 189'800.00R 57'000.00 R 6'697.50R 11'500.00 R 9'200.00R 115'000.00 R 3'277.50

R 75'000.00 R 45'000.00R 85'000.00 R 2'125.00R 35'000.00 R 17'500.00R 35'000.00 R 1'750.00

R7 18*- 81!".1+R 27'125.00 R 20'832.00R 52'850.00 R 5'073.60R 178'350.00 R 68'486.40R 437'350.00 R 209'928.00R 75'233.78 R 240'748.10R 64'371.12 R 154'490.68R 75'233.78 R 240'748.10R 76'356.80 R 146'605.06R 33'423.60 R 128'346.62R 19'405.00 R 37'257.60R 474'720.00 R 225'492.00R 32'535.00 R 62'467.20R 517'414.61 R 49'671.80

R 517'414.61 R 38'806.10R 27'125.00 R 8'137.50R 76'356.80 R 76'356.80R 178'350.00 R 13'411.92R 52'850.00 R 660.63R 18'335.00 R 1'833.50R 35'059.64 R 38'565.60R 42'500.00 R 42'500.00

R7 1,18!+*.-* R7 22 82"2. !

R7 2,8 - .R 24'700.00 R 24'700.00R 35'000.00 R 1'750.00R 75'000.00 R 1'500.00R 35'000.00 R 140.00

J 6la# R7 *,"8+21.*,R 450'000 00 R 450'000


44/90

R 153'295.00 R 45'989R 79'351.00 R 6'348

R7 !"!8"2 .

R 10'000.00 R 150'000.00R 6'000.00 R 196'800.00

R 33'500.00 R 1'675.00

R 35'000.00 R 36'750.00R 75'000.00 R 78'750.00R 85'000.00 R 8'925.00R 35'000.00 R 1'820.00


45/9045 A - +)- E

ANAL&SA PEKAnalisa 7eke

ME5 1 Me6asan 1 6D 7i7a P $ ti7e AW !+ +$

1.200 P+ - PV 4G35.0" -/ - + - P / - -

T'$+%+0.081 O P / -0.135 O T -


46/9046 A - +)- E

ME5 5 Me6asan 1 6D 7i7a P $ ia6eter 1/2 Bahan

1.200 P+ - PV 1 2G0.250 -/ - + - P / - -

Tenaga

0.081 O P / -0.135 O T -


47/9047 A - +)- E

ME5 8 Me6asan 1 B a# Kran /! Ata 1/21.000 Bh K/- A+/0.025 Bh S - T-0.010 Oh P / -

0.100 Oh T - B-*0.010 Oh K - - T -0.005 Oh - /

ME5 9 1 Unit Se7ti; tank an 7eresa7an 8.000 M3 Galian Tanah

12.000 M2 Pas. Trasram 1 : 2 0.850 M3 Pasir Urug 0.180 M3 Kolom, Sloef dan Balok 2.400 M3 Urugan Kembali 12.000 M2 Plesteran Trasram 0.900 M2 Ijuk 0.400 M3 Plat Beton 0.670 M' Pipa Penghawaan 0.450 M3 Kerikil 8.000 M' PVC dia. 4" (D)

Analisa Pe

1 Unit Peneran an1.000 Bh Saklar Tunggal1.000 Bh Saklar Ganda1.000 Bh Stop Kontak1.000 Bh Titik Lampu0.150 Roll Kabel NYA (2 x 2,5"")5.000 M'0.300 Hr Tukang0.010 Hr Mandor

ME5 10 Saklar T n alME5 11 Saklar )an aME5 12 Sto7 Kontak ME5 13 instalasi Sto7 Kontak ME5 14 Titik La67

4ar a La67ME5 15 (L 1*D La67 2 Watt :P ti#<ME5 16 (L 1*D La67 ! Watt :P ti#<

Pipa Listrik 1 2


48/9048 A - +)- E

ME5 17 TL 1, WattME5 18 La67 Biasa 1, Watt E . P#illi7sME5 19 La67 Biasa 1! Watt E . P#illi7sME5 20 La67 Sorot


49/9049 A - +)- E

ERJAAN ME rjaan Pi7a

J 6la# & J 6la# && = R7 "-8 *1.

9 R 42'000.00 R 50'400.009 R 42'000.00 R 14'700.00

= R7 +*81 .

9 R 35'000.00 R 2'835.009 R 75'000.00 R 10'125.009 R 85'000.00 R 1'147.509 R 35'000.00 R 143.50

J 6la# & J 6la# && = R7 +28,*1.

9 R 28'250.00 R 33'900.009 R 42'000.00 R 14'700.00

= R7 !,8+ .

9 R 35'000.00 R 2'835.009 R 75'000.00 R 10'125.009 R 85'000.00 R 1'147.509 R 35'000.00 R 143.50

J8* + R7 82,2.2*

9 R 13'125.00 = R 15'750.009 R 13'125.00 = R 3'281.25

9 R 35'000.00 = R 2'835.009 R 75'000.00 = R 10'125.009 R 85'000.00 = R 1'147.509 R 35'000.00 = R 143.50

J8* + R7 *8, 2.2*

9 R 15'250.00 = R 18'300.009 R 13'125.00 = R 3'281.25

9 R 35'000.00 = R 2'835.009 R 75'000.00 = R 10'125.009 R 85'000.00 = R 1'147.509 R 35'000.00 = R 143.50


50/9050 A - +)- E

J8* + = R7 218,+ .*

9 R 5'250.00 = R 6'300.009 R 5'250.00 = R 1'312.50

9 R 35'000.00 = R 2'835.009 R 75'000.00 = R 10'125.009 R 85'000.00 = R 1'147.509 R 35'000.00 = R 143.50

J8* + R7 !!"8 .

@ R 250'000.00 = R 250'000.00@ R 250'000.00 = R 75'000.00

@ R 35'000.00 = R 35'000.00@ R 75'000.00 = R 75'000.00@ R 85'000.00 = R 8'500.00@ R 35'000.00 = R 3'500.00

J8* + R7 +,82"*.

@ R 59'400.00 = R 59'400.00

@ R 35'000.00 = R 350.00@ R 75'000.00 = R 7'500.00@ R 85'000.00 = R 850.00@ R 35'000.00 = R 175.00


51/9051 A - +)- E

J8* + = R7 !"8!12.*@ Rp 38,500.00 = R 38'500.00@ R 1'500.00 = R 37.50@ R 35'000.00 = R 350.00

@ R 75'000.00 = R 7'500.00@ R 85'000.00 = R 850.00@ R 35'000.00 = R 175.00

J8* + = R7 28-!18+!+.!2@ R 27'125.00 = R 217'000.00@ R 76'356.80 = R 916'281.60@ R 52'850.00 = R 44'922.50@ R 2'000'000.00 = R 360'000.00@ R 25'541.67 = R 61'300.00@ R 33'423.60 = R 401'083.20@ R 1'200.00 = R 1'080.00@ R 592'806.90 = R 237'122.76@ R 33'282.25 = R 22'299.11@ R 101'665.00 = R 45'749.25@ R 79'351.00 = R 634'808.00

eran an

@ R 17'500.00@ R 20'000.00@ R 19'000.00@ R 50'000.00@ R 142'500.00@ R 6'166.67@ R 25'000.00@ R 35'000.00

9 R7 ""8* .9 R7 , 8 .9 R7 "-8 .9 R7 2 ,8+++.+"9 R7 11 8 .

9 R7 11*8 .9 R7 1 *8 .


52/9052 A - +)- E

9 R7 ,*8 .9 R7 2*8 .9 R7 1,8 .9 R7 2 8 .


53/9053 R - A - +)-

Ko eSTR5 1STR5 2STR5STR5 !STR5 *STR5 +STR5 "STR5 ,STR5 -STR5 1STR5 11STR5 12STR5 1STR5 1!

STR5 1*STR5 1+STR5 1"STR5 1,STR5 1-STR5 2STR5 21STR5 22STR5 2STR5 2!

STR5 2*STR5 2+STR5 2"STR5 2,STR5 2-STR5

ARS5 1ARS5 2ARS5ARS5 !ARS5 *ARS5 +ARS5 "ARS5 ,ARS5 -ARS5 1ARS5 11


54/9054 R - A - +)-

ARS5 12ARS5 1ARS5 1!ARS5 1*ARS5 1+ARS5 1"

ARS5 1,ARS5 1-ARS5 2ARS5 21ARS5 22ARS5 2ARS5 2!ARS5 2*ARS5 2+ARS5 2"

ARS5 2,ARS5 2-ARS5ARS5 1ARS5 2ARS5ARS5 !ARS5 *ARS5 +ARS5 "ARS5 ,ARS5 -ARS5 !ARS5 !1ARS5 !2ARS5 !ARS5 !!ARS5 !*ARS5 !+ARS5 !"ARS5 !,ARS5 !-ARS5 *

ME5 1ME5 2ME5ME5 !ME5 *


55/9055 R - A - +)-

ME5 +ME5 "ME5 ,ME5 -ME5 1ME5 11

ME5 12ME5 1ME5 1!ME5 1*ME5 1+ME5 1"ME5 1,ME5 1-ME5 2


56/9056 R - A - +)-

Reka7 Analisa Str kt rNa6a Analisa

- + *- - K ).II % K ).III 6 * /

,-)- R- - A*- S - ' K-> K ) II,-)- A*- S - J+ @- ,,-)- N S - J+ @- ,. B- $ / + ' K-> K ).II/ -- L+) - -*-/ -- P- - L+) - A*-

Reka7 Analisa Arsitekt r+,< - T- - K ,


57/9057 R - A - +)-

@-*- * ,< -,- :1 - +) @-* -)-/' 2 - +) @-* * ;@-*- /, -- -> - < )+

)- - K /-,+ 40 C 40)- - K /-,+ 30 C 30* / / ,2)- R- - P -D A ,+ + , =

)- R- - P -D :60C60; @,' K-> K ). II -*- III+* ?L- +* K- )+< -/ ' T ) ,-)- ) + * B+-)--)- @+ )* ))-)- ) - ?-)- - P+ * U*-,--)- $/ --)- ) - +

)- K-@-' * K ). II,< -* - , ,-)- K ) P+ * % K ) -' -> K ).I,< -* - ,-)- - P+ * P- ' K-> K ).I,< -* - + * -> - +) : >= ; /- - ' /- - * /* * -> -) II :


58/9058 R - A - +)-

/ -- -)- - ) * - / /-+ +* 1 B - K/- 3 4G A*- 1 2G

S *+@ *- - / )- -T -$- -

*-+ S* K *-,

G L-, 20 W-** :P *+ ;G L-, 40 W-** :P *+ ;-**B+-)- 18 W-** EC. P + + )B+-)- 14 W-** EC. P + + )S / *

M+ +ss+( 15 M+(') 2014Dibuat oleh,

P'$ 'd&+ J+s+

M li0a iE)*+,-* /


59/9059 R - A - +)-

J 6la# #ar aR 27'125.00R 19'250.00R 101'665.00R 52'850.00R 101'665.00R 25'541.67R 130'700.00R 13'070.00R 58'370.00R 50'345.00R 81'992.50R 84'167.50R 80'842.50R 124'185.00

R 385'373.25R 592'806.90R 517'414.61R 437'350.00R 178'350.00R 64'371.12R 75'233.78R 85'285.00R 167'750.00R 2'994'800.00

R 36'825.00R 17'350.00R 94'040.00R 555'120.00R 43'775.00R 141'390.00

R 7'750.00R 18'335.00R 19'285.00R 6'087.50R 76'356.80R 16'128.12R 70'585.20R 33'423.60R 39'340.40R 19'405.00R 32'535.00


60/9060 R - A - +)-

R 23'078.50R 46'864.07R 148'754.90R 96'671.23R 121'425.00R 83'631.00

R 60'535.00R 49'570.00R 63'420.00R 35'076.25R 211'875.00R 26'217.50R 153'587.50R 23'076.25R 27'750.00R 107'126.25

R 139'576.25R 377'750.00R 8'104'250.00R 537'750.00R 354'115.00R 243'950.00R 1'108'219.50R 404'326.25R 510'000.00R 43'251.00R 40'351.00R 153'295.00R 53'085.20R 56'973.60R 83'060.00R 92'110.00R 275'350.00R 1'590'147.16R 181'465.95R 220'272.04R 28'090.00R 587'621.58

R 474'720.00

R 79'351.00R 62'851.00R 33'282.25R 35'832.25R 21'863.50


61/9061 R - A - +)-

R 447'000.00R 68'275.00R 47'412.50R 2'941'646.42R 77'500.00R 80'000.00

R 79'000.00R 208'666.67R 110'000.00R 115'000.00R 135'000.00R 85'000.00R 25'000.00R 18'000.00R 200'000.00


62/90

RENCANA ANGGARPROYEK RENOVASI BERAT TOKO K

PEKERJAAN STR

NO. URAIAN PEKERJAAN VOL !E SAT.

III PEKERJAAN STRUKTUR

1 ELEVASI "#$%& ! S'D ($(( !

A Po%&'() Po*+

1 Po*+ T,p* P1 - 1 2 1 2 0 3 /G#$%# '# #()*+% '% - K# / K$# II 54.00 M2P* * %# U 3200 U 2400 429."4 KG

6 )*' K 225 !.4 M3

B P*&*( ' Ko o

1 P*&*( ' Ko o K1 -30 40/)*+% '% - K# / K$# II 2!.25 M2P* * %# U 3200 U 2400 231.3" KG

6 )*' K 225 2.25 M3

C S o*

1 S o* T,p* S1 -20 40/

G#$%# '# #()*+% '% - K# / K$# II "".14 M2P* * %# U 3200 U 2400 94"." KG

6 )*' K 225 "."1 M3

2 S o* T,p* S2 -1# 20/G#$%# '# #()*+% '% - K# / K$# II 2.40 M2


63/90

P* * %# U 3200 U 2400 19.5" KG6 )*' K 225 0.1 M3

D Po%&'() B' 5 G5%5%6

1 P*7*+8''% po%&'() 6'+)(-#$%# '# #( 55.31 M3P# %6 A$# 4.!1 M3P*+. P# # -# #'/ + - 9.22 M3P*+. P 7# % #'/ -/ / -8+#$% 20.4 M3U6/-# T# #( K* #$% 1!.59 M3

2 ELEVASI (.(( ! S'D ) *.+( !

A Ko o

1 Ko o K1 -30 40/)*+% '% - K# / K$# II 1.90 M2P* * %# U 3200 U 2400 "21. " KG

6 )*' K 225 ".02 M3

2 Ko o Kp -1# 1#/)*+% '% - K# / K$# II 44.4! M2

P* * %# U 3200 U 2400 225.31 KG6 )*' K 225 1.!" M3

B T'%66'

1 A%'7 T'%66')*+% '% - K# / K$# II 31.02 M2P* * %# U 3200 U 2400 2!0.3! KG

6 )*' K 225 1.! M3

2 Bo+&*()*+% '% - K# / K$# II 4.4 M2P* * %# U 3200 U 2400 1".04 KG

6 )*' K 225 0.24 M3

C B' o7

1 B' o7 B 1 -20 40/


64/90

)*+% '% - K# / K$# II "3.00 M2P* * %# U 3200 U 2400 "1".5" KG

6 )*' K 225 5. 4 M3

2 B' o7 BA1 -1# 30/)*+% '% - K# / K$# II 30.2! M2P* * %# U 3200 U 2400 193.2 KG

6 )*' K 225 1. 2 M3

3 B' o7 RB1 -1# 30/)*+% '% - K# / K$# II 2!.1 M2P* * %# U 3200 U 2400 1!".1" KG

6 )*' K 2"5 1.5" M3

D P ' L'% ')

1 P ' '% ') : 12;)*+% '% - K# / K$# II 13.!3 M2P* * %# U 3200 U 2400 53.99 KG

6 )*' K 225 0."3 M3

3 ELEVASI )*$+( ! S'D ),$-&

A Ko o

1 Ko o K1 -30 40/)*+% '% - K# / K$# II "3.50 M2P* * %# U 3200 U 2400 !4". 3 KG

6 )*' K 225 !.30 M3

2 Ko o Kp -1# 1#/)*+% '% - K# / K$# II 4!.20 M2P* * %# U 3200 U 2400 234.12 KG

6 )*' K 225 1."3 M3

B B' o7

1 B 2 -1# 30/)*+% '% - K# / K$# II 29.20 M2P* * %# U 3200 U 2400 1 !.49 KG

6 )*' K 225 1."5 M3


65/90

2 B' o7 RB -1# 1#/)*+% '% - K# / K$# II 5.45 M2P* * %# U 3200 U 2400 3".!9 KG

6 )*' K 2"5 0.2" M3

C A 'p

1 R'%67' A 'p K',5 K* '( II)#$ + G 67% - K# / K$ .II 812: 0.39 M3)#$ + K# K# / K$ .II 58": !5.! M2

2 L)(p '%7L% p$# + K#$ %p$# + .00

3 P*%5 5p ' 'pSp# 7*+ )$/* S= p* 0,35 !5.! M2N + A'#p


66/90

T%# - K/7# K/7# K# / K$ .II 812: 0.09 M3)#$ + K# / K$ . II 812: 0.52 M3)#$ + K# K# / K$ .II 58": 119.52 M2

2 L)(p '%7L% p$# + K#$ %p$# + 22.94 M

3 P*%5 5p ' 'pSp# 7*+ )$/* S= p* 0,35 119.52 M2N + A'#p


67/90

N BIAYA MBAR JAYA BENTE

KTUR

/ODE 0ARGA SAT AN J !LA0

Rp 203 29# 032.34

Rp #1 9!4 1#3."!

Rp 12,121,591.0!

Rp 12,121,591.0!

STR 9 Rp 5 ,3"0.00 Rp 3,151,9 0.00STR Rp 13,0"0.00 Rp 5,!1!,"!4.41STR 1" Rp 51",414.!1 Rp 3,352, 4!.!5

Rp !,340,4 !.!!

Rp !,340,4 !.!!STR 11 Rp 1,992.50 Rp 2,152,303.13STR Rp 13,0"0.00 Rp 3,024,000.!"STR 1" Rp 51",414.!1 Rp 1,1!4,1 2. !

Rp 20,"31, 3 .43

Rp 20,2!2,043.41

STR 10 Rp 50,345.00 Rp 3, 3,411.92STR Rp 13,0"0.00 Rp 12,3 ",502.1STR 1" Rp 51",414.!1 Rp 3,991,129.31

Rp 4!9,"95.02

STR 10 Rp 50,345.00 Rp 120, 2 .00


68/90

STR Rp 13,0"0.00 Rp 255, 32.39STR 1" Rp 51",414.!1 Rp 93,134.!3

Rp 12,""0,23"."0

Rp 12,""0,23"."0STR 1 Rp 2",125.00 Rp 1,500,19!.95STR 4 Rp 52, 50.00 Rp 243,5 0.3"STR 19 Rp 1" ,350.00 Rp 1,!43,994.!3STR 1 Rp 43",350.00 Rp ,95 ,!"".40STR ! Rp 25,541.!" Rp 423," .3!

Rp $3 #2" !#!.99

Rp 2",235,122.""

Rp 19," 2,31 .3STR 11 Rp 1,992.50 Rp !,"15,1 5."5STR Rp 13,0"0.00 Rp 9,434, 2.10STR 1" Rp 51",414.!1 Rp 3,!32,250.54

Rp ",452, 04.3STR 11 Rp 1,992.50 Rp 3,!45,3 !.55

STR Rp 13,0"0.00 Rp 2,944,"5 .33STR 1" Rp 51",414.!1 Rp !2,!59.50

Rp 10,199,301.1

Rp ,125,94!.0"STR 14 Rp 124,1 5.00 Rp 3, 52,21 ."0STR Rp 13,0"0.00 Rp 3,402,91 .5STR 1" Rp 51",414.!1 Rp "0, 0 ."

Rp 2,0"3,355.12STR 15 Rp 3 5,3"3.25 Rp 1,"2!,4"2.1!STR Rp 13,0"0.00 Rp 222,"03.45STR 1" Rp 51",414.!1 Rp 124,1"9.51

Rp 29,"5",923.4!

Rp 1 ,544,5!0.41


69/90

STR 12 Rp 4,1!".50 Rp !,144,22".50STR Rp 13,0"0.00 Rp 9,3" ,!31.!0STR 1" Rp 51",414.!1 Rp 3,021,"01.30

Rp !,012,"4!. 3STR 12 Rp 4,1!".50 Rp 2,54",11 .9"STR Rp 13,0"0.00 Rp 2,52!,132.29STR 1" Rp 51",414.!1 Rp 939,495.5"

Rp 5,200,!1!.22STR 12 Rp 4,1!".50 Rp 2,203,0 4.31STR Rp 13,0"0.00 Rp 2,1 4,932.2"STR 1" Rp 51",414.!1 Rp 12,599.!4

Rp !,33!,309.5

Rp !,33!,309.5STR 15 Rp 3 5,3"3.25 Rp 5,252,"91.55STR Rp 13,0"0.00 Rp "05,"01. 9STR 1" Rp 51",414.!1 Rp 3"", 1!.15

Rp 41 9"" 914.34

Rp 25,49", 42.24

Rp 1","53,3!2.!5STR 11 Rp 1,992.50 Rp !,02!,44 ."5STR Rp 13,0"0.00 Rp ,4!",201.STR 1" Rp 51",414.!1 Rp 3,259,"12.02

Rp ","44,4"9.59STR 11 Rp 1,992.50 Rp 3," ,053.50STR Rp 13,0"0.00 Rp 3,0!0,005.2STR 1" Rp 51",414.!1 Rp 9!,420. 1

Rp !, 93,34 .91

Rp 5, 01,!42.55STR 12 Rp 4,1!".50 Rp 2,45",!91.00STR Rp 13,0"0.00 Rp 2,43",441.1!STR 1" Rp 51",414.!1 Rp 90!,510.39


70/90

Rp 1,091,"0!.3!STR 12 Rp 4,1!".50 Rp 45 ,292.04STR Rp 13,0"0.00 Rp 492,54 .20STR 1" Rp 51",414.!1 Rp 140, !!.13

Rp 9,59","23.19

Rp 2,!3",42".!9STR 2 Rp 555,120.00 Rp 21 ,"!1.!9STR 25 Rp 3!, 25.00 Rp 2,41 ,!!!.00

Rp 1,131,120.00STR 30 Rp 141,390.00 Rp 1,131,120.00

Rp 5, 29,1"5.50STR 2! Rp 1",350.00 Rp 1,139,54 .00STR 2" Rp 1!","50.00 Rp 2,"19,22".50STR Rp 30,000.00 Rp 1,9"0,400.00

Rp 3# "13 30$.1!

Rp 2,32 ,905.54

Rp 2,32 ,905.54STR 11 Rp 1,992.50 Rp 1!,153.35STR Rp 13,0"0.00 Rp 1,292,023.13STR 1" Rp 51",414.!1 Rp 220,"29.0"

Rp 10, 1,999.51

Rp 10, 1,999.51STR 12 Rp 4,1!".50 Rp 3,945,!04.0"

STR Rp 13,0"0.00 Rp 5,53",04".!4STR 1" Rp 51",414.!1 Rp 1,399,34". 0

Rp 15,"31, 3!.13

Rp 5,4 ",0"".53STR 2 Rp 555,120.00 Rp 15 ,0!2.!5STR 24 Rp 2,994, 00.00 Rp 591,101.!4


71/90

STR 2 Rp 555,120.00 Rp 49,454.53STR 2 Rp 555,120.00 Rp 2 ",134."1STR 25 Rp 3!, 25.00 Rp 4,401,324.00

Rp 3,243,4 !.!0STR 30 Rp 141,390.00 Rp 3,243,4 !.!0

Rp ",001,2"2.00STR 2! Rp 1",350.00 Rp 2,0"3,!"2.00STR 2" Rp 1!","50.00 Rp 1,342,000.00STR Rp 30,000.00 Rp 3,5 5,!00.00

Rp !, "0,5!5.9"

Rp !, "0,5!5.9"STR 15 Rp 3 5,3"3.25 Rp 5,"39,"49.19STR Rp 13,0"0.00 Rp " 0,52".10STR 1" Rp 51",414.!1 Rp 350,2 9.!9


72/90

RENCAPROYEK RENOV

PEKE

NO. URAIAN PEKERJAAN

IV PEK. =INISHING ARSITEKTUR

1. Ele1asi ($(( s'2 ) *.+(

A P*7*+8''% D)%&)%61 P# . )#'/ )#'# 182 1?32 P*+. P$* '*6# 1?33 A=%# 7% 7% - S* *4 P# . K*6# %+ 7% 7% - K 8@

B P*7*+8''% P ' o%&1 R# -+# P$# 7 K# / K$ . II2 P$# 7 G p / #67

3 G p / #67 L% '

C P*7*+8''% P)% 51 T p* P1 F $7% - G#'*:2 T p* P2 K/ =% & A+ * 6% L* -+#p:

K/ * K# / K$ . 1B#/ P% '/ P# %$. K# / K$ . 1

3 T p* P3 K/ =% & A+ * 6% L* -+#p:K/ * K# / K$ . 1B#/ P% '/ P# %$. K# / K$ . 1

D P*7*+8''% J*%&* '1 T p* J1 K/ =% & A+ * 6% L* -+#p:

K/ * K# / K$ . 1)% -+#% J* 7*$# K# / K$ . 1K#=# 10

2 R '*6 K# / J#'%:


73/90

E R') )%61 R#%$% - '# --# F% . #'

= K'%op) A '( P)% 5 > J*%&* '1 K# p% P% '/ B*p#

6 )*')* % )*')*+% '% -)#$ + K# p%F% % (% - K# p%

P*+. P$* '#6# K# p%P*+. A=% K# p%P*+. P* -*=#'# K# p%

2 K# p% J* 7*$# T p* J16 )*'

)* % )*')*+% '% -F% % (% - K# p%

P*+. P$* '#6# K# p%P*+. A=% K# p%P*+. P* -*=#'# K# p%

G P*7*+8''% P+o ) B* o%1 P6 %$ )*' S* *

I P*%6*;' '% -C' B'+5 K*(* 5+5?'%/1 #' T* + 7#$# C%$*+2 #' P$# 7 C%$*+3 #' T* + )#-%# L/#6 C%$*+

2 Ele1asi )*$+( s'2 ),.-&

A P*7*+8''% L'% ') K',51 P*+. )#$ + K# / K$ .1 812

2 P*+. P# P#p# K# / K$ .1 'D 40 3 P*+. P*$#p% K#6*' P*$#p% L# '#%

B P*7*+8''% L'% ') K*+' )71 K*6# %+ KM 8@

C P*7*+8''% D)%&)%61 P# . )#'/ )#'# 182 1?4


74/90

2 P*+. P$* '*6# 1?33 A=%# 7% 7% - S* *4 P# . K*6# %+ 7% 7% - K 8@

D P*7*+8''% P ' o%&1 R# -+# P$# 7 K# / K$ .12 P#$ 7 G p / ) #673 G p / #67 $% '

E P*7*+8''% P)% 51 T p* P2 K/ =% & A+ * 6% L* -+#p:

K/ * K# / K$ . 1B#/ P% '/ P# %$. K# / K$ . 1

2 T p* P3 K/ =% & A+ * 6% L* -+#p:K/ * K# / K$ . 1B#/ P% '/ P# %$. K# / K$ . 1

= P*7*+8''% J*%&* '1 T p* J1 K/ =% & A+ * 6% L* -+#p:

K/ * K# / J#'%)% -+#% J* 7*$# K# / J#'%K#=# 10

2 T p* J2 K/ =% & A+ * 6% L* -+#p:K/ * K# / J#'%

K#=# 10 3 R '*6 K# / J#'%:

G K'%op) A '( J*%&* ' D*p'%1 6 )*'

)* % )*')*+% '% -)#$ + K# p%

P*+. P$* '#6# K# p%P*+. A=% K# p%

P*+. P* -*=#'# K# p%2 K# p% J* 7*$# T p* J16 )*'

)* % )*')*+% '% -F% % (% - K# p%

P*+. P$* '#6# K# p%P*+. A=% K# p%


75/90


76/90

NA ANGGARAN BIAYA SI BERAT TOKO KEMBAR JAYA BENTE

RJAAN ARSITEKTUR

VOL !E SAT. /ODE 0ARGA SAT AN

23.!" M2 ARS 5 Rp "!,35!. 04".34 M2 ARS 9 Rp 39,340.404".34 M2 ARS 10 Rp 19,405.0039.39 M2 ARS 15 Rp 9!,!"1.23

153.01 M2 ARS 1 Rp !0,535.00153.01 M2 ARS 19 Rp 49,5"0.00

10 .!5 M; ARS 20 Rp !3,420.00

15.05 M2 ARS 50 Rp 4"4,"20.002.00 )(0.10 M3 ARS 30 Rp ,104,250.003. 5 M2 ARS 31 Rp 53","50.003.00 )(0.12 M3 ARS 30 Rp ,104,250.003. " M2 ARS 31 Rp 53","50.00

3.00 )(0.15 M3 ARS 30 Rp ,104,250.001.51 M2 ARS 31 Rp 53","50.002.59 M2 ARS 2 Rp 139,5"!.250.1! M3 ARS 30 Rp ,104,250.00


77/90

1!.25 M; Rp 250,000.00

0.4 M3 STR 1" Rp 51",414.!130. 9 K- STR Rp 13,0"0.0010.5! M2 Rp 3!,000.00

1.00 )( Rp 45,000.00

5.!0 M2 ARS 9 Rp 39,340.405.!0 M2 ARS 10 Rp 19,405.005.!0 M2 ARS 11 Rp 32,535.00

0.!1 M3 STR 1" Rp 51",414.!1!5.12 K- STR Rp 13,0"0.0022.2! M2 Rp 3!,000.00

!.13 M2 ARS 9 Rp 39,340.40!.13 M2 ARS 10 Rp 19,405.00!.13 M2 ARS 11 Rp 32,535.00

12.3! M; Rp 15,000.00

333.2! M2 ARS 11 Rp 32,535.00153.01 M2 ARS 11 Rp 32,535.0020 .12 M2 ARS 11 Rp 32,535.00

1.1" M3 Rp 5,500,000.00

3.43 M3 Rp !,000,000.005. 5 M2 Rp 30,000.00

5."4 M2 ARS 15 Rp 9!,!"1.23

19!.03 M2 ARS 5 Rp "!,35!. 0


78/90

43 .59 M2 ARS 9 Rp 39,340.4043 .59 M2 ARS 10 Rp 19,405.00

33.29 M2 ARS 15 Rp 9!,!"1.23

99.1! M2 ARS 1 Rp !0,535.0099.1! M2 ARS 19 Rp 49,5"0.00

113."" M; ARS 20 Rp !3,420.00

4.00 )(0.19 M3 ARS 30 Rp ,104,250.00".!9 M2 ARS 31 Rp 53","50.002.00 )(0.0 M3 ARS 30 Rp 243,950.002.5 M2 ARS 31 Rp 1,10 ,219.50

!.00 )(0.31 M3 ARS 30 Rp ,104,250.003.02 M2 ARS 31 Rp 53","50.005.19 M2 ARS 2 Rp 139,5"!.252.00 )(0.1" M3 ARS 30 Rp ,104,250.00

4."! M2 ARS 2 Rp 139,5"!.250.11 M3 ARS 30 Rp ,104,250.00

0.9! M3 STR 1" Rp 51",414.!1!1."9 K- STR Rp 13,0"0.0021.12 M2 Rp 3!,000.00

1.00 )( Rp 45,000.0019.20 M2 ARS 9 Rp 39,340.4019.20 M2 ARS 10 Rp 19,405.00

19.20 M2 ARS 11 Rp 32,535.00

1.23 M3 STR 1" Rp 51",414.!14"3.5 K- STR Rp 13,0"0.001!1. M2 Rp 3!,000.00

12.2! M2 ARS 9 Rp 39,340.4012.2! M2 ARS 10 Rp 19,405.00


79/90

12.2! M2 ARS 11 Rp 32,535.00

333.43 M2 ARS 11 Rp 32,535.0099.1! M2 ARS 11 Rp 32,535.00

13 .44 M2 ARS 11 Rp 32,535.00

54.5" M2 ARS " Rp "0,5 5.2040.4" M2 ARS 9 Rp 39,340.4040.4" M2 ARS 10 Rp 19,405.00

40.4" M2 ARS 1! Rp 121,425.0013.54 M2 ARS 1! Rp 121,425.00


80/90

J !LA0

Rp 241 "90 942.1!

Rp 0,31",900.30

Rp ,395,42 .3"Rp 1, 0",231.32Rp 1, !2,23!.31Rp 91 ,5!4.52Rp 3, 0",39!.22

Rp 23,"3 ,15!.44Rp 9,2!2,! 4.33Rp ",5 4, 9.11

Rp !, 90,5 3.00

Rp 13,3 2,0!5.9!Rp ",143,5 !.5!Rp 142," 5.23Rp " ","33.10Rp 2,0!",9"1.40Rp 154,2 5.22Rp 1,00!,54". 5Rp 2,0"9,15!.!0

Rp 3, 44,32 .!4Rp 120,544.""Rp 1,23 ,12!."9Rp 10, 19.45Rp 3!1,949.13Rp 1,312, .50


81/90

Rp 4,0!2,500.00Rp 4,0!2,500.00

Rp 4,11", !.0

Rp 24 ,359.01Rp 403,"!!. 9Rp 3 0,1!0.00Rp 45,000.00

Rp 220,30!.24Rp 10 ,!! .00Rp 1 2,19!.00

Rp 31",2" .!4Rp 51,090.13Rp 01,329."!

Rp 241,235.33Rp 11 ,991.4!Rp 199,504.!2

Rp 1 5,400.00Rp 1 5,400.00

Rp 22,592,134. 2Rp 10, 42,591.33Rp 4,9" ,300."3Rp !,""1,242."!

Rp 14 ," 5,"29.4!

Rp 29,594,491.20Rp !,41!,0"1.20

Rp 20,!03,040.00Rp 2,5"5,3 0.00

Rp 554, 92. 3Rp 554, 92. 3

Rp 43,951,130.!"Rp 14,9!",91 .0


82/90

Rp 1",254,22".3!Rp ,510, 00.14Rp 3,21 ,1 5.10

Rp 1 ,133,53!.42Rp !,002,"""."2Rp 4,915,4!5.30Rp ",215,293.40

Rp 12,1 9,1"4.45Rp 5 0,43!.Rp 1,5"5,4!!.20Rp 4,135,942. 0Rp 3,020,5 2.93Rp 20,199.0!Rp 2, 5!,54!.5

Rp ,149,939.4!Rp 241,0 9.54Rp 2,4"!,253.59Rp 1,!21,!3 .90Rp "23, 9 .2!Rp 14",002. 2Rp 1,400,414.40

Rp !!4,3 2.95Rp "5,259.00

Rp 1",!33,""4."Rp 49!,"1 .02Rp 0",533."Rp "!0,320.00Rp 45,000.00Rp "55,335.!Rp 3"2,5"!.00

Rp !24,!"2.00

Rp !34,55".2"Rp !,1 9,"4!.40Rp 5, 2", 52. 0

Rp 4 2,4"0.!"Rp 23",9 2.92


83/90

Rp 399,009.24

Rp 1 ,5" ," 9.!5Rp 10, 4 ,2"5.19Rp 3,22!,23 .92Rp 4,504,2"5.54

Rp 12," ",312.40

Rp !,229,3!!."2Rp 3, 52,04!.12Rp 1,592,035.1Rp " 5,2 5.42

Rp !,55",945.!9Rp 4,913, 51.19Rp 1,!44,094.50


84/9084 P / --

RENCANA ANGPROYEK RENOVASI BERAT T

PEKERJAAN MEKANIKAL ELEC

NO. RAIAN PE/ERJAAN

V MEKANIKAL DAN ELEKTRIKAL

A. Instalasi List3i41 I%( ' '() P'%) L)( +)7

P# %$ P* #-%

2 I%( ' '() L)( +)7 LT. 01I '#$# % $% '6%+ $* -+#p +# *$, = 7/%' & #==

T'+ $# p/I '#$# % KK)

3 I%( ' '() L)( +)7 LT. 02I '#$# % $% '6%+ $* -+#p +# *$, = 7/%' & #==

T'+ $# p/

I '#$# % KK)

B. Instalasi Ai3 Be3sih

1 I%( ' '() L'% ') 1P%p# PV B%#. 384 , 182

2 I%( ' '() L'% ') 2P%p# PV B%#. 384 , 182

C. Instalasi Ai3 /5t53

1 I%( ' '() L'% ') 1P%p# PV B%# 182


85/9085 P / --

P%p# PV B%# 4

2 I%( ' '() L'% ') 2P%p# PV B%# 182P%p# PV B%# 4

VI =I TURE =URNISHING > E UIPMENT

A A3matu3e

1 L'% ') 1BL 15; L# p/ 20 @#'' P/'%(:BL 15; L# p/ 40 @#'' P/'%(:L# p/ )%# # 1 @#'' E>. P(%$$%pL# p/ )%# # 14 @#'' E>. P(%$$%pTL 1 @#''S' p + '#+ 1! A p.S#+$#6 T/ --#$S#+$#6 S*6%

2 L'% ') 2BL 15; L# p/ 20 @#'' P/'%(:BL 15; L# p/ 40 @#'' P/'%(:TL 1 @#''L# p/ S 6 ' LEB 100 @#'' K/ % -:

S' p + '#+ 1! A p.S#+$#6 T/ --#$S#+$#6 S*6%

B Sanita36

1 L'% ') 1$ *' B/7/+

J*' @# (*6@# '# *$ 8 /6% %6

K6# * *+*6 %

F$ 6 B6#% B%# 3 '# 7#67


86/9086 P / --

2 L'% ') 2$ *' B/7/+

J*' @# (*6@# '# *$8 /6% %6

*6 %K6# * *+F$ 6 B6#% B%# 3 '# 7#67

C SignageS%- #-* T K KEM)AR JA A )ENTE:


87/9087 P / --

RAN BIAYA KEMBAR JAYA BENTE

CAL > =I TURE E UIPMENT

VOL !E SAT. /ODE 0ARGA SAT AN J !LA0

21 021 #43.00

Rp 1!, 32,000.00Rp 300,000.00

2.00 U %' Rp 150,000.00 Rp 300,000.00

Rp ,2"",333.33

43.00 T'+ ME 14 Rp 110,000.00 Rp 4,"30,000.001".00 T'+ ME 13 Rp 20 ,!!!.!" Rp 3,54",333.33

Rp ,254,!!!.!"

39.00 T'+ ME 14 Rp 110,000.00 Rp 4,290,000.00

19.00 T'+ ME 13 Rp 20 ,!!!.!" Rp 3,9!4,!!!.!"

Rp 2,204,0 9.00

Rp 21 ,!35.0010.00 M; ME 5 Rp 21, !3.50 Rp 21 ,!35.00

Rp 21 ,!35.0010.00 M; ME 5 Rp 21, !3.50 Rp 21 ,!35.00

Rp 1,9 5,454.00

Rp 1,102,044.5025.00 M; ME 5 Rp 21, !3.50 Rp 54!,5 ".50


88/9088 P / --

".00 M; ME 1 Rp "9,351.00 Rp 555,45".00

Rp 3,409.5015.00 M; ME 5 Rp 21, !3.50 Rp 32",952.50

".00 M; ME 1 Rp "9,351.00 Rp 555,45".00

2$ 4$9 000.00

Rp 11,929,000.00

Rp 5,99!,000.002.00 )( ME 15 Rp 115,000.00 Rp 230,000.00

2!.00 )( ME 1! Rp 135,000.00 Rp 3,510,000.005.00 )( ME 1 Rp 25,000.00 Rp 125,000.001.00 )( ME 19 Rp 1 ,000.00 Rp 1 ,000.00

10.00 )( ME 1" Rp 5,000.00 Rp 50,000.00".00 )( ME 12 Rp "9,000.00 Rp 553,000.004.00 )( ME 10 Rp "",500.00 Rp 310,000.005.00 )( ME 11 Rp 0,000.00 Rp 400,000.00

Rp 5,933,000.002.00 )( ME 15 Rp 115,000.00 Rp 230,000.00

19.00 )( ME 1! Rp 135,000.00 Rp 2,5!5,000.0015.00 )( ME 1" Rp 5,000.00 Rp 1,2"5,000.00

3.00 )( ME 20 Rp 200,000.00 Rp !00,000.00

9.00 )( ME 12 Rp "9,000.00 Rp 553,000.005.00 )( ME 10 Rp "",500.00 Rp 310,000.005.00 )( ME 11 Rp 0,000.00 Rp 400,000.00

Rp 12,050,000.00

Rp 5, 50,000.002.00 )( Rp 2,220,000.00 Rp 4,440,000.002.00 )( Rp 250,000.00 Rp 500,000.001.00 )( Rp 350,000.00 Rp 350,000.00

4.00 )( Rp 25,000.00 Rp 100,000.004.00 M2 Rp 99,000.00 Rp 39!,000.002.00 )( Rp 32,000.00 Rp !4,000.00


89/9089 P / --

Rp !,200,000.002.00 )( Rp 2,220,000.00 Rp 4,440,000.002.00 )( Rp 250,000.00 Rp 500,000.002.00 )( Rp 350,000.00 Rp "00,000.004.00 M2 Rp 25,000.00 Rp 100,000.00

4.00 )( Rp 99,000.00 Rp 39!,000.002.00 )( Rp 32,000.00 Rp !4,000.00

Rp 3,500,000.001.00 L Rp 3,500,000.00 Rp 3,500,000.00


90/90

RENCANA ANGGARAN BIAYA

PROYEK PEMBANGUNAN TOKO KEMBAR JAYA

PEKERJAAN PREELIMINARIES > SITE @ORKS

N5. 3aian Pe4e37aan

II SITE @ORKS

3 A P*7*+8''% S*p )7 '%7

1 S*p'%+ T# +

3 B P*7*+8''% T) 5%'% T'%'?

1 T% / # T# #( 4.! "5

3 C P*7*+8''% P' )%6 B o;7

1 P# # -# P# % - )$ =+ 2!". 91

rab. rukunya jupri

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