rabe si_audit simeredit

8/19/2019 Rabe Si_audit Simeredit

1/781

REKAPITULRENCANA ANG

Kegiatan :

Pekerjaan :

Lokasi :

NO.

I PEK

II PEK

III PEK

I! PEK

Terbilang :


2/781

SIARAN BIAYA (RAB)

"aster#$an LP"P Ria%

Pe&'ang%nan Ge%ng A%itori%&

Pekan'ar%

URAIAN PEKERAAN

ERJAAN PERSIAPAN

ERJAAN STRUKTUR

ERJAAN ARSITEKTUR

ERJAAN MEKANIKAL/ELEKTRIKAL

JUMLAH

PPN 10 %

JUMLAH + PPN 10%

PE"BULATAN

Dua Milyar Lima Ratus Lima Puluh Delapan Juta Tiga Ratus Sembil


3/781

U"LA ARGA

252!1"#$"5

122!1""2"#

'&!!#5$1#10

205!0!'2000

*+,*-+/0+-0.0 212020#1"$#$

2"25#1$#5$#

255#"&!"$0"2

*+--+,12+333.33

n Puluh Enam Ribu Rupiah


4/781

205!0!'2000

'!&215$2$0&'1 "02"!1&!"

'$2!2 "1"1&211"


5/781

RENCANA ANGGARAN BIAYA (R

Kegiatan : Masterplan LPMP Riau

Pekerjaan : Pemangunan Ge!ung Au!it"rium

L"kasi : Pekanaru

N"# $raian Pekerjaan

I PEKER%AAN PER&IAPAN

1. Pek.Pembersihan lapangan

2. Pek.Papan nama proyek

3. Pek.Pengukuran dan Pemasangan Bouwplank

%$MLA' I

II PEKER%AAN &R$K$RA Pekerjaan P"n!asi

1. Pengadaan dan Pemancangan Tiang Pancang 20 x 20 cm

2. Pemotongan Tiang Pancang 20 x 20 cm

# P"n!asi *pe PC+, (,-. / ,-.)

a. Galian Tanah Pondasi

b. rugan Pasir Bawah Pondasi

c. !or "antai #er$a

d .Pek. bekisting pondasi

e. Pek. Pembesian%. Pek. !or beton mutu #&2'0

g. Pek. Penimbunan kembali bekas galian

0# P"n!asi *pe PC+-



c. !or "antai #er$a


e. Pek. Pembesian

%. Pek. !or beton mutu #&2'0g. Pek. Penimbunan kembali bekas galian

1# P"n!asi *pe PC+



c. !or "antai #er$a


e. Pek. Pembesian

%. Pek. !or beton mutu #&2'0

g. Pek. Penimbunan kembali bekas galian2# P"n!asi riun ,3- Bata

k i


6/781


b. Pek. "antai ker$a

c. Pek. Pasang 1(2 bata

B Pekerjaan &l""41. Bal"k sl""4 t*pe B&,

a. Galian sloo%

b. Pek. Pasir urug

c. Pek. "antai ker$a

d. Pek. Bekisting sloo%

e. Pek. Pembesian


2. Bal"k sl""4 t*pe B&-

a. Galian sloo%b. Pek. Pasir urug

c. Pek. "antai ker$a

d. Pek. Bekisting sloo%

e. Pek. Pembesian


3. Bal"k sl""4 t*pe B&

a. Galian sloo%

b. Pek. Pasir urug

c. Pek. "antai ker$ad. Pek. Bekisting sloo%

e. Pek. Pembesian


C Pekerjaan K"l"m

1. K"l"m *pe K,

a. Pek. Pembesian

b. Pek. Bekisting #olom

c. Pek. !or beton mutu #&2'0

2. K"l"m *pe K-a. Pek. Pembesian



3. K"l"m *pe K

a. Pek. Pembesian



). K"l"m *pe K0

a. Pek. Pembesianb. Pek. Bekisting #olom

k b


7/781


'. K"l"m *pe K1

a. Pek. Pembesian

b. Pek. Bekisting #olomc. Pek. !or beton mutu #&2'0

*. K"l"m *pe KP

a. Pek. Pembesian



5 Pekerjaan Bal"k !an Plat Lantai

i Ele6asi +,#..

1. Bal"k *pe BL -

a. Pek. Bekisting balokb. Pek. Pembesian


2. Bal"k *pe BL

a. Pek. Bekisting balok

b. Pek. Pembesian


3. Plat !ag et"n t 7 ,. 8m

a. Pek. Bekisting plat

b. Pek. Pembesianc. Pek. !or beton mutu #&2'0

ii Ele6asi 90#..

1. Bal"k *pe BL ,


b. Pek. Pembesian


2. Bal"k *pe BL -



3. Bal"k *pe BL


b. Pek. Pembesian


). Plat !ag et"n t 7 ,. 8m


b. Pek. Pembesian

c. Pek. !or beton mutu #&2'0iii Ele6asi 90#1.

l k


8/781



b. Pek. Pembesian

c. Pek. !or beton mutu #&2'0i+ Ele6asi 91#..

1. Bal"k *pe BL -


b. Pek. Pembesian


+ Ele6asi 92#1.

1. Bal"k *pe BL -



2. Bal"k *pe BL


b. Pek. Pembesian


3. Plat !ag et"n t 7 ,. 8m


b. Pek. Pembesian

c. Pek. !or beton mutu #&2'0 Pekerjaan Atap

1. Pek. ,angka atap ba$a ringan -by specialist

2. Pek. Penutup atap genteng metal t / 0.3 mm

3. Pek. Penutup atap incalume t / 0.3 mm

). Pek. Penutup atap dg llumunium !omposite Panel -!P ,angka

'. Pek. Perabung

*. Pek. "istplank G,!

. Pek. 4lashing

G Pekerjaan urap Batu Kali1. Pek. !or lantai ker$a -Beton 5utu #&1'

2. Pek. Pasang batu kali

3. Pek. Pasang pipa drain P6! 1(27 pan$ang 30 cm

%$MLA' II

III PEKER%AAN AR&IEK$R

1. Pekerjaan lantai !asar

a. Pek. Tanah urug kembali

b. Pek. Pasir urug

c. Pek. !or lantai t / 10 cm -Beton mutu #&2'0d. Pek.4inishing lantai -exclude Toilet 8

i k


9/781


& #eramik k. )0 x )0

& #eramik k. 30 x 30

2. Pekerjaan 5in!inga. Pek. Pasangan 1(2 bata -ad.18)

b. Pek. Plester dinding -ad. 18)

c. Pek. Pasangan 1(2 bata -ad.182

d. Pek. Plester dinding -ad. 182

e. Pek. !at dinding

3. Pekerjaan Kusen Pintu !an %en!ela (in8lu!e t"ilet) :

a. Pek. #usen Type P91

b. Pek. #usen Type P1

c. Pek. #usen Type P2d. Pek. #usen Type P3

e. Pek. #usen Type 91

%. Pek. #usen Type 61

g. Pek. #usen Type 62

). Pekerjaan Pla4"n! Ruangan (e/8lu!e t"ilet)

a. Pek. ,angka pla%ond

b. Pek. Penutup pla%ond gypsum

c. Pek. "ist Pla%ond

d. Pek. !at pla%ond'. Pekerjaan Pla4"n! Luar Ruangan (piri+piri)

a. Pek. ,angka Pla%ond G,!

b. Pek. Penutup Pla%ond G,! * mm

c. Pek. "ist Pla%ond G,!

d. Pek. ,angka Pla%ond "umberering

e. Pek. Penutup Pla%ond "umberering

%. Pek. "ist Pla%ond "umberering

*. Pekerjaan "ilet *pe C+,

a. Pek. Pasang closet dudukb. Pek. Pasang %loor drain

c. Pek. Pasang shower

d. Pek. Pasang :ashta%el

e. Pek. Pasang rinoir

%. Pek. Pasang #eramik "antai -k. 20 x 20

g. Pek. Pasang #eramik ;inding -k. 20 x 2' tinggi 1.' m

h. Pek. Pla%ond Toilet

& Pek. ,angka pla%ond

& Pek. Penutup pla%ond dengan G,! & Pek. "ist pla%ond

k l % d


10/781


. Pekerjaan "ilet *pe C+-

a. Pek. Pasang closet duduk

b. Pek. Pasang %loor drainc. Pek. Pasang bak %iber

d. Pek. Pasang keran air

e. Pek. Pasang :ashta%el

%. Pek. Pasang #eramik "antai -k. 20 x 20

g. Pek. Pasang #eramik ;inding -k. 20 x 2' tinggi 1.' m

h. Pek. Pla%ond Toilet

& Pek. ,angka pla%ond

& Pek. Penutup pla%ond dengan G,!

& Pek. "ist pla%ond & Pek. !at Pla%ond


11/781

B)

&at# ="lume'arga &atuan %umla 'arga

(Rp) (Rp)

52 [email protected] 13@'0.00 1)@0'*@23.)0

"s 1.00 '[email protected] '[email protected]

51 13).2' @


12/781


13/781


(Rp) (Rp)

#G 21'.*0 1'@3=.= 3@3=3@'3*.=

52 3=.*2 3''@3**.00 1)@0


14/781


(Rp) (Rp)

52 '.*' 210@30=.00 12@12'@02


15/781


(Rp) (Rp)

52 2'.' 1''@0*2.*0 3@==3@3)=.*

52 1).0< 13*@*20.00 20@0=)@31'.

52 '=3.3) 10=@2'2.00 *)@


16/781


(Rp) (Rp)

Bh 1.00 2@)[email protected] 2@)[email protected]

Bh 1.00 1*@2'.00 1*@2'.00Bh 1.00 1@1-.?>,0#?0


17/781

NO. SKETSA GAM

Pondasi Type PC-1 (120 x 120)


18/781

NO. SKETS

1. TULANGAN PILE CAP Pondasi Type PC-1 (120 x 120)

Tiang

M,-a Lan.ai + 0%00


19/781

NO. SKETSA GAM

Pondasi Type PC-2

/ei 1! 15


20/781

NO. SKETS

1. TULANGAN PILE CAP Pondasi Type PC-2

M,-a Lan.ai + 0%00

2 1 5


21/781

NO. SKETSA GAM

Pondasi Type PC-

/

e 0 i

1 !

2 1 5

/ei 1! 15


22/781

NO. SKETS

1. TULANGAN PILE CAP Pondasi Type PC-

M,-a Lan.ai + 0%00 M,


23/781

NO. SKETSA GAM

Pondasi T!i"#n 1$2 %a&a


24/781

NO. SKETSA GAM

%a'o s'oo &ype %S1


25/781

NO. SKETS

%a'o s'oo &ype %S1

A TULANGAN UTA*A

Tulangan meneru a!a "T.A!#

Tulangan $%&%& 'a(a) "T.B(#

Tulangan e&!ra !um$uan &*r* 'a(a) "T.K*.B(#

Tulangan e&!ra la$angan "T.+a$#

Tulangan e&!ra !um$uan &anan 'a(a) "T.Ka.B(#

TA.

T7

TKi7

TLa6

TKa7


26/781

% TULANGAN SENGKANG

Tul. S&g Tum$uan Kanan

Tul. S&g Tum$uan K*r*

Tul. S&g +a$angan

C TULANGAN PINGGANG

Tulangan $*nggang "T.,g#

NO. SKETSA GAM

%a'o s'oo &ype %S2

TPg


27/781

NO. SKETS

%a'o s'oo &ype %S2


28/781

A TULANGAN UTA*A






% TULANGAN SENGKANG



Tul. S&g +a$angan

C TULANGAN PINGGANG


TA.

T7

TKi7

TLa6

TKa7

TPg


29/781

NO. SKETSA GAM

%a'o s'oo &ype %S


30/781

NO. SKETS

%a'o s'oo &ype %S

A TULANGAN UTA*A Tulangan meneru a!a "T.A!#





TA.

T7

TKi7

TLa6


31/781

% TULANGAN SENGKANG



Tul. S&g +a$angan

C TULANGAN PINGGANG


NO. SKETSA GAM

Ko'o+ Type K1

TKa7

TPg


32/781

NO. SKETS

Ko'o+ Type K1

A TULANGAN UTA*A

Tulangan ,%&%&

% TULANGAN SENGKANG

Seng&ang A


33/781

Seng&ang B

NO. SKETSA GAM

Ko'o+ Type K2


34/781

NO. SKETS

Ko'o+ Type K2

A TULANGAN UTA*A Tulangan ,%&%&

% TULANGAN SENGKANG

Seng&ang A


35/781

NO. SKETSA GAM

Ko'o+ Type K


36/781

NO. SKETS

Ko'o+ Type K

A TULANGAN UTA*A

Tulangan ,%&%&

% TULANGAN SENGKANG

Seng&ang A

NO SKETSA GAM


37/781

Ko'o+ Type K,

NO. SKETS

Ko'o+ Type K,

A TULANGAN UTA*A

Tulangan ,%&%&


38/781

% TULANGAN SENGKANG

Seng&ang A

NO. SKETSA GAM

Ko'o+ Type K


39/781

NO. SKETS

Ko'o+ Type K

A TULANGAN UTA*A

Tulangan ,%&%&

% TULANGAN SENGKANG

Seng&ang A


40/781

NO. SKETSA GAM

Ko'o+ Type KP


41/781

NO. SKETS

Ko'o+ Type KP

A TULANGAN UTA*A

Tulangan ,%&%&

% TULANGAN SENGKANG

Seng&ang A

NO. SKETSA GAM


42/781

%a'o Type %L 2 Ele-a* 1.00

NO. SKETS

%a'o Type %L 2 E'easi -1.00


43/781

A TULANGAN UTA*A






% TULANGAN SENGKANG



Tul. S&g +a$angan

TA.

T7

TKi7

TLa6

TKa7


44/781

C TULANGAN PINGGANG


NO. SKETSA GAM

%a'o Type %L

TPg


45/781

NO. SKETS

%a'o Type %L

A TULANGAN UTA*A





TA.

T7

TKi7

TLa6


46/781


% TULANGAN SENGKANG



Tul. S&g +a$angan

C TULANGAN PINGGANG


NO. SKETSA GAM

P'a& da/ "e&on & 10 +

TKa7

TPg


47/781

NO. SKETS

P'a& da/ "e&on & 10 +

Tulangan a!a

ara) /

ara)

Tulangan 'a(a)

ara) /

ara)

NO. SKETSA GAM



48/781

NO. SKETS

%a'o Type %L 1 E'easi ,.00

A TULANGAN UTA*A

Tulangan meneru a!a "T A!#


49/781


Tulangan e&!ra !um$uan &*r* a!a "T.K*.A!#


Tulangan e&!ra !um$uan &anan a!a "T.Ka.A!#

% TULANGAN SENGKANG



Tul. S&g +a$angan

C TULANGAN PINGGANG


TA.

T7

TKiA.

TLa6

TKaA.

TPg


50/781

NO. SKETSA GAM


NO. SKETS


51/781


A TULANGAN UTA*A






% TULANGAN SENGKANG



Tul. S&g +a$angan

TA.

T7

TKi7

TLa6

TKa7


52/781

C TULANGAN PINGGANG


NO. SKETSA GAM

%a'o Type %L E'easi ,.00

TPg


53/781

NO. SKETS

%a'o Type %L E'easi ,.00

A TULANGAN UTA*A




TA.

T7

TKi7


54/781



% TULANGAN SENGKANG



Tul. S&g +a$angan

C TULANGAN PINGGANG


NO. SKETSA GAM

P'a& da/ "e&on & 10 + E'easi ,.00

TLa6

TKa7

TPg


55/781

NO. SKETS

P'a& da/ "e&on & 10 + E'easi ,.00

Tulangan a!a

ara) /

ara)

Tulangan 'a(a)ara) /

ara)

NO. SKETSA GAM



56/781

NO. SKETS



57/781

A TULANGAN UTA*A



Tulangan e&!ra !um$uan &*r* a!a "T.K*.A!#


Tulangan e&!ra !um$uan &anan a!a "T.Ka.A!#

% TULANGAN SENGKANG



Tul. S&g +a$angan

C TULANGAN PINGGANG


TA.

T7

TKiA.

TLa6

TKaA.

TPg


58/781

NO. SKETSA GAM



59/781

NO. SKETS

%a'o Type %L 2 E'easi .00

A TULANGAN UTA*A






% TULANGAN SENGKANG

TA.

T7

TKi7

TLa6

TKa7


60/781



Tul. S&g +a$angan

C TULANGAN PINGGANG


NO. SKETSA GAM


TPg


61/781

NO. SKETS

%a'o Type %L 2 E'easi 3.0

A TULANGAN UTA*A



TA.

T


62/781




% TULANGAN SENGKANG



Tul. S&g +a$angan

C TULANGAN PINGGANG


NO. SKETSA GAM

%a'o Type %L E'easi 3.0

TKi7

TLa6

TKa7

TPg


63/781

NO. SKETS

%a'o Type %L E'easi 3.0


64/781

A TULANGAN UTA*A Tulangan meneru a!a "T.A!#





% TULANGAN SENGKANG



Tul. S&g +a$angan

C TULANGAN PINGGANG


TA.

T7

TKi7

TLa6

TKa7

T Pg


65/781

NO. SKETSA GAM

P'a& da/ "e&on & 10 + E'easi 3.0

NO. SKETS

P'a& da/ "e&on & 10 + E'easi 3.0

Tulangan a!a

ara) /

ara)


66/781

Tulangan 'a(a)

ara) /

ara)

NO. SKETSA GAM


67/781

NO. SKETSA GAM


68/781

NO. SKETSA GAM


69/781

NO. SKETSA GAM


70/781


71/781

NO. SKETSA GAM


72/781


73/781


74/781

NO. SKETSA GAM


75/781


76/781

AR

Pee!4aan Pondasi

Tian/ panan/ +ini

umla) !*!*& $anang

Kealaman $anang

,anang $emanangan

,engaaan an ,eman

,em%!%ngan T*ang ,an

Pondasi Type PC-1 (

*men* !a$a& $%na*

&uran $ee!al $%na

umla) $%na* T$e ,

n

alam gal*an T$e ,;

Te'al $a*r urug :

!

Te'al lan!a* &era :

!

*!ung -%lume 'e!%n :


77/781

*!ung -%lume $a*r ur

. ,e&. ;%r 'e!%n mu!u

g. ,e&. ,en*m'unan &e

5IA. Pan4an/ a Pan4an/ "

(**) (*) (*)

16 1.12 0.21

16 1.12 0.21

= 40 mm

&a*! = 50 mm

Tiang Pan(ang )ini Pile 25 * 25

Panang & )

M,-a Lan.ai + 0%00


78/781

= 125 mm

uM+A = 16 ')

%E6AT

AR

Pondasi Type PC-2

*men* !a$a& $%na*

&uran $ee!al $%na

umla) $%na* T$e ,

n

alam gal*an T$e ,;

Te'al $a*r urug :

!

Te'al lan!a* &era :

!



79/781


80/781

&a*! = 50 mm

= 150 mm

uM+A = 19 ')

%E6AT

AR

Pondasi Type PC-

*men* !a$a& $%na*

&uran $ee!al $%na

umla) $%na* T$e ,

n

alam gal*an T$e ,;

Te'al $a*r urug :

!

Te'al lan!a* &era :

!



81/781


82/781

= 40 mm

&a*! = 50 mm

= 125 mm

uM+A = 11 ')

%E6AT

AR

Pondasi T!i"#n 1$2 %

,a*r urug

Te'al

+e'ar,anang


83/781

AR

%a'o s'oo &ype %S1

*men* 'al%&

B

"%-er 'e!%n#

+

. ,e&. ;%r 'e!%n mu!u

PE67ITUNGAN TULA

Tulangan M

Tulangan M

Tulangan Tum$uan K*r*

Poo

A!a : 2

Ba(a) :

Sen/an/

*a. 10

Tulangan +a$angan


84/781

A!a :

Ba(a) : 2

Sen/an/

*a. 10


(**) (*) (*)

13

13

13

13

13


85/781

10 0.19 0.34

10 0.19 0.34

10 0.19 0.34

13

%E6AT

AR

%a'o s'oo &ype %S2

*men* 'al%&

B

"%-er 'e!%n#

+


86/781

< =

'. ,e&. ,a*r urug

. ,e&. +an!a* &era

. ,e&. Be&*!*ng l%%>

e. ,e&. ,em'e*an

>. ,e&. ;%r 'e!%n mu!u

PE67ITUNGAN TULA

Tulangan M

Tulangan M


Poo

A!a : 2

Ba(a) : 2

Sen/an/

*a. 10

Tulangan +a$angan

Poo

A!a : 2

Ba(a) : 2

Sen/an/

*a. 10


(**) (*) (*)


87/781

13

13

13

13

13

10 0.14 0.14

10 0.14 0.14

10 0.14 0.14

13


88/781

%E6AT

AR

%a'o s'oo &ype %S

*men* 'al%&

B

"%-er 'e!%n#

+

. ,e&. ;%r 'e!%n mu!u

PE67ITUNGAN TULA

Tulangan M

Tulangan M


Poo

A!a : 2

Ba(a) : 2

Sen/an/

*a. 10


89/781

Tulangan +a$angan

Poo

A!a :

Ba(a) : 2

Sen/an/

*a. 10


(**) (*) (*)

10

10

10

10

10


90/781

10 0.09 0.14

10 0.09 0.14

10 0.09 0.14

10

%E6AT

AR

Ko'o+ Type K1

a!a ,er)*!ungan

5i+ensi o'o+ 8

= 0.6

= 0.03+ = 9.1

@! = 2

+ = 10.6

@! = 2

9o'#+e "e&on


91/781

+ua 'e&*!*ng =

a. ,e&. ,em'e*an

'. ,e&. Be&*!*ng K%l%

. ,e&. ;%r 'e!%n mu!u


(**) (*) (*)

19

10 1.70 0.1


92/781

10 0.54 0.1

AR

Ko'o+ Type K2

a!a ,er)*!ungan

5i+ensi o'o+ 8

B = 0.15

= 0.4 = 0.03

AS ,g "m#

18K 5.6

15E, 10.2

14@ 11.37

13;R 10.933

12BS 9.996

11AT 8.5598 9.1

7 9 1


93/781

4 9.1

umla) &%l%m =

9o'#+e "e&on


94/781

AR

Ko'o+ Type K

a!a ,er)*!ungan

5i+ensi o'o+ 8

B = 0.4

= 0.4

= 0.03

AS ,g "m#

1K 8.1

umla) &%l%m =

9o'#+e "e&on


95/781

. ,e&. ;%r 'e!%n mu!u


(**) (*) (*)

14

8 0.34 0.34

AR


96/781

Ko'o+ Type K,

a!a ,er)*!ungan

5i+ensi o'o+ 8

= 0.3

= 0.03

+ = 9.1

@! = 2

+ = 10.6

@! = 2

AS ,g "m#

8.463

9.1

8.1

umla) &%l%m =

9o'#+e "e&on


97/781

8 0.75 0.1

AR

Ko'o+ Type K

a!a ,er)*!ungan

5i+ensi o'o+ 8

B = 0.15

= 0.15

= 0.02

AS ,g "m#7 9.1

3 8.1

15 10.215

18 5.6

umla) &%l%m =


98/781

9o'#+e "e&on


99/781

AR

Ko'o+ Type KP

a!a ,er)*!ungan

5i+ensi o'o+ 8

B = 0.15

= 0.15

= 0.02

AS ,g "m#

1 8.1

3 8.1

5 9.1

6 9.1

7 9.1

9 8.4

10 8.1

15 10.2

16 5.6

17 5.6

18 5.6

umla) &%l%m =

9o'#+e "e&on


100/781


(**) (*) (*)

10

6 0.11 0.11

AR


101/781

%a'o Type %L 2

a!a ,er)*!ungan

*men* 'al%&

B

"%-er 'e!%n#

+

%e&on


102/781

13

13

13

13

13

10 0.14 0.24

10 0.14 0.24

10 0.14 0.24


103/781

13

%E6AT

AR

%a'o Type %L

a!a ,er)*!ungan

*men* 'al%&

B

"%-er 'e!%n#

+

%e&on


104/781

*a. 3

Tulangan +a$angan

Poo

A!a : 2

Ba(a) : 2

Sen/an/*a. 3


(**) (*) (*)

10

10

10

10


105/781

10

6 0.09 0.14

6 0.09 0.14

6 0.09 0.14

13

%E6AT

AR

P'a& da/ "e&on & 1

a!a ,er)*!ungan

5i+ensi S'a"

!e'al =

+ua =

+ua ne!!% =

%e&on


106/781

'. ,e&. ,em'e*an

. ,e&. ;%r 'e!%n mu!u


(**) (*) (*)

10

10

10

10

%E6AT $ *2

AR

%a'o Type %L 1a!a ,er)*!ungan

*men* 'al%&

B

"%-er 'e!%n#

+

%e&on


107/781


108/781

13

13

13

13

10 0.19 0.34

10 0.19 0.34

10 0.19 0.34

13

%E6AT


109/781

AR

%a'o Type %L 2

a!a ,er)*!ungan*men* 'al%&

B

"%-er 'e!%n#

+

%e&on


110/781

(**) (*) (*)

13

13

13

13

13

10 0.14 0.24

10 0.14 0.24

10 0.14 0.24


111/781

13

%E6AT

AR

%a'o Type %L

a!a ,er)*!ungan

*men* 'al%&

B

"%-er 'e!%n#

+

%e&on


112/781

Poo

A!a : 2

Ba(a) : 2

Sen/an/

*a. 3

Tulangan +a$angan

Poo

A!a : 2

Ba(a) : 2

Sen/an/

*a. 3


(**) (*) (*)

10

10

10


113/781

10

10

6 0.09 0.14

6 0.09 0.14

6 0.09 0.14

13

%E6AT

AR

P'a& da/ "e&on & 1

a!a ,er)*!ungan

5i+ensi S'a"

!e'al =

+ua =

+ua ne!!% =

%e&on


114/781


115/781


116/781

13

13

13

13

13

10 0.19 0.34

10 0.19 0.34

10 0.19 0.34

13


117/781

%E6AT

AR

%a'o Type %L 2

a!a ,er)*!ungan

*men* 'al%&

B

"%-er 'e!%n#

+

%e&on


118/781

*a. 10


(**) (*) (*)

13

13

13

13

13


119/781

10 0.14 0.24

10 0.14 0.24

10 0.14 0.24

13

%E6AT

AR

%a'o Type %L 2

a!a ,er)*!ungan

*men* 'al%&

B

"%-er 'e!%n#

+

%e&on


120/781

PE67ITUNGAN TULA

Tulangan M

Tulangan M


Poo

A!a : 2

Ba(a) : 2

Sen/an/

*a. 10

Tulangan +a$angan

Poo

A!a : 2

Ba(a) : 2

Sen/an/

*a. 10


(**) (*) (*)

13

13


121/781

13

13

13

10 0.14 0.24

10 0.14 0.24

10 0.14 0.24

13

%E6AT

AR

%a'o Type %L

a!a ,er)*!ungan

*men* 'al%&


122/781

B

"%-er 'e!%n#

+

%e&on


123/781

10

10

10

10

10

6 0.09 0.14

6 0.09 0.14

6 0.09 0.14

13


124/781

%E6AT

AR

P'a& da/ "e&on & 1

a!a ,er)*!ungan

5i+ensi S'a"

!e'al =

+ua =

+ua ne!!% =

%e&on


125/781

10

10

%E6AT $ *2

AR

Pee!4aan A&ap

,e&. Rang&a a!a$ 'aa

L#as a&ap /en&en/

K#da K 8

uu! a!a$

lua a!a$ )

+ua a!a$ a

K#da K2 8

uu! a!a$

lua a!a$ )

+ua a!a$ a

K#da Se'e+"ay#n/ 8

uu! a!a$

lua a!a$ )

+ua a!a$ a

uu! a!a$

lua a!a$ )

+ua a!a$ a

+ua !%!al a!a$ gen

L#as a&ap :ina'#+

K#da K, 8

uu! a!a$

lua a!a$ )

+ua a!a$ a

K#da K 8

uu! a!a$

lua a!a$ )

+ua a!a$ a

+ua !%!al a!a


126/781

,enu!u$ A;,

!*ngg*

$anang

+ua

,e&. ,era'ung

,anang $e

,e&. +*!$lan& GR;

,anang l*!

,e&. la)*ng

,anang Ca

,e&. Rang&a a!a$ 'aa

,e&. ,enu!u$ a!a$ gen

,e&. ,enu!u$ a!a$ *n

,e&. ,enu!u$ a!a$ g A

,e&. ,era'ung

,e&. +*!$lan& GR;

,e&. la)*ng

AR

,e&eraan Tura$ Ba!u K

+ua $ena

+an!a* &era

,anang e,anang e

,anang e

,anang e

,anang e

,anang e

,anang e

,anang e

,anang e

,anang e

,anang e


127/781

,*$a ,


128/781


129/781

$aa &uen 1 &anan

$aa &uen 1 &*r*

a 8

a 8

a 8

a 8

eg*!*ga

eg*!*ga


130/781

a. ,e&. ,aangan 1?2 '

'. ,e&. ,le!er *n*ng

. ,e&. ,aangan 1?2 '

. ,e&. ,le!er *n*ng

e. ,e&. ;a! *n*ng

AR

,e&eraan Kuen ,*n!u

a ,e& Kuen T$e ,1


131/781

'. ,e&. Kuen T$e ,1

. ,e&. Kuen T$e ,2

. ,e&. Kuen T$e ,3

e. ,e&. Kuen T$e 1

>. ,e&. Kuen T$e


132/781

1. Kuen T$e

2. Kuen T$e

3. Kuen T$e

4. Kuen T$e

5. Kuen T$e

6. Kuen T$e

7. Kuen T$e

a. ,e&. Kuen T$e ,1

Kuen Alu

rame ,*n!

Kaa

Engel ,*n!

Kun* Tana

Kun* Sl%!

anle ,*n!

'. ,e&. Kuen T$e ,1

,e&eraan

Kuen Kau

aun ene

Kaa

aun $*n!u

,e&eraan ,

Engel ,*n!

Engel en

Kun* Tana

Kun* Sl%!

anle ,*n!

,e&eraan ,

em$ul Ka

;a! ,ela$*

. ,e&. Kuen T$e ,2

,e&eraan

Kuen Kau

aun ene

Kaa

aun $*n!u

,e&eraan ,

Engel ,*n!

Engel en


133/781

Kun* Tana

Kun* Sl%!

anle ,*n!

,e&eraan ,

em$ul Ka

;a! ,ela$*

e. ,e&. Kuen T$e 1

Pee!4aan

Kuen en

Kaa

>. ,e&. Kuen T$e %n

'. ,e&. ,enu!u$ $la>%n

. ,e&. +*! ,la>%n

. ,e&. ;a! $la>%n

,e&eraan ,la>%n +uar

a. ,e&. Rang&a ,la>%n

'. ,e&. ,enu!u$ ,la>%n

. ,e&. +*! ,la>%n GR

. ,e&. Rang&a ,la>%n

e. ,e&. ,enu!u$ ,la>%n

>. ,e&. +*! ,la>%n +um

Pee!4aan Toi'e& Typ

, & , l !


134/781

'. ,e&. ,aang C%%r r

. ,e&. ,aang )%(er

. ,e&. ,aang a)!a

e. ,e&. ,aang r*n%*r

>. ,e&. ,aang Keram*&

g. ,e&. ,aang Keram*&

). ,e&. ,la>%n T%*le!

,e&. Rang&a $la>%n

,e&. ,enu!u$ $la>%n

,e&. +*! $la>%n

,e&. ;a! ,la>%n

Pee!4aan Toi'e& Typ

a. ,e&. ,aang l%e!

'. ,e&. ,aang C%%r r

. ,e&. ,aang 'a& F'e

. ,e&. ,aang &eran a*

e. ,e&. ,aang a)!a>

>. ,e&. ,aang Keram*&

g. ,e&. ,aang Keram*&

). ,e&. ,la>%n T%*le!

,e&. Rang&a $la>%n

,e&. ,enu!u$ $la>%n

,e&. +*! $la>%n

,e&. ;a! ,la>%n

,e&eraan *n*)*ng *n

a. ,e&. *n*ng Ba!a *

'. ,e&. *n*ng Ba!a *

,e&eraan *n*ng 1?2

a. ,e&. *n*ng 1?2 'a!

,e&eraan Ornamen S*

,e&eraan Ornamen Bu


135/781

,ERTNGAN

i'e di+. 2x2

= 73 !*!*&

= 9 m

= 657 m

angan T*ang ,anang 20 / 20 m = 657 m

ang 20 / 20 m = 73 !*!*&

20 x 120)

B = 1.2 M

= 1.2 M

T = 0.25 M

* :

' = 0 M

) = 0 M

! = 0 M

1 :

= 16 B)

:

= 1.1 M

= 0.05 M

= 0.1 M

< = "B / # / T "' / )# / !

< = "1.2 / 1.2#/0.25 "0 / 0#/0< = 0.36 M3

5 76M3

TS#


136/781

ug :

< = +ua gal*an / !e'al $a*r urug

< = 0.098 M3

l = 1.568 M3

ra :

< = +ua gal*an / !e'al lan!a* &era

< = 0.196 M3

3.136M3

< = +ua gal*an / alam gal*an

< = 2.156 M3

34.496M3

= 1.2 M2

= 19.2 M2

* = 34.496 M3

,%na* = 1.568 M3

= 3.136 M3

* = 19.2 M2

= 1477.63 &g

K250 = 5.76 M3

'al* 'e&a gal*an = 6.8992 M3

Pan4an/ Pan4an/ d Pan4an/ e %E6AT$*

(*) (*) (*) (*) (%&/) (*) KG$*1

1.12 0.21 0.1 2.76 10.60 29.26 1.58

1.12 0.21 0.1 2.76 10.60 29.26 1.58

PAN=ANGPOTONGAN

=U*LA7POTONGAN

TOTALPAN=ANG


137/781

,ERTNGAN

B = 0.8 M

= 0.8 M

T = 0.25 M

* :

' = 0 M

) = 0 M

! = 0 M

2 :

= 19 B)

:

= 1.1 M

= 0.05 M

= 0.1 M

< = "B / # / T "' / )# / !

< = "1.2 / 1.2#/0.25 "0 / 0#/0


138/781

2.56M3

ug :


< = 0.05 M3

l = 0.8 M3

ra :


< = 0.1 M3

1.6 M3


< = 1.1 M3

17.6M3

= 0.8 M2

= 15.2 M2

* = 17.6 M3

,%na* = 0.8 M3

= 1.6 M3

* = 15.2 M2

= 744.51 &g

K250 = 2.56 M3

'al* 'e&a gal*an = 3.52 M3


(*) (*) (*) (*) (%&/) (*) KG$*1

0.72 0.21 0.1 1.96 6.33 12.41 1.58

0.72 0.21 0.1 1.96 6.33 12.41 1.58

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


139/781

,ERTNGAN

B = 1.00 M

= 1.00 M

T = 0.25 M

* :

' = 0 M

) = 0 M

! = 0 M

3 :

= 11 B)

:

= 1.1 M

= 0.05 M

= 0.1 M

< = "B / # / T "' / )# / !


140/781

< = 0.25 M3

4 M3

ug :


< = 0.072 M3

l = 1.152 M3

ra :


< = 0.144 M3

2.304M3


< = 1.584 M3

25.344M3

= 1 M2

= 11 M2

* = 25.344 M3

,%na* = 1.152 M3

= 2.304 M3

* = 11 M2

= 737.52 &g

K250 = 4 M3

'al* 'e&a gal*an = 5.0688 M3


(*) (*) (*) (*) (%&/) (*) KG$*1

0.92 0.21 0.1 2.36 9.00 21.24 1.58

0.92 0.21 0.1 2.36 9.00 21.24 1.58

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


141/781

,ERTNGAN

a&a

+an!a* &era

= 0.05 m Te'al = 0.05

= 0.25 m +e'ar = 0.25= 224.97 m ,anang = 224.97

= 2.81 m3


142/781

,ERTNGAN

= 0.25 m !e'al lan!a* &era = 0.05

= 0.40 m !e'al $a*r urug = 0.05

= 0.03 m alam gal*an l%%> = 0.50

= 124.81 m +e'ar gal*an l%%> = 0.45

%n = B / / +

0.25 / 0.4 / 124.8100 = 12.48 m3

*!*ng = 2 / / +

2 / 0.4 / 124.810063 = 99.85 m2

a* &era = +e'ar gal*an / !e'al l!. Kera / +

0.45 / 0.05 / 124.810 = 2.81 m3

*r urug = +e'ar gal*an / !e'al $a*r urug / +

0.45 / 0.05 / 124.810 = 2.81 m3

an = +e'ar gal*an / alam gal*an / +

0.45 / 0.5 / 124.8100 = 28.08 m3

= 28.08 m3

= 2.81 m3

= 2.81 m3

= 99.85 m2

= 1535.15 &g

K250 = 12.48 m3

GAN

eneru A!a 2 5 1

eneru Ba(a) 2 5 1

Tulangan Tum$uan Kanan

Poo

5 1 A!a : 2 5 1

5 1 Ba(a) : 5 1

Sen/an/

> 100 *a. 10 > 100

Tulangan ,*nggang


143/781

5 1 2 5 1

5 1

> 20


(*) (*) (*) (*) (%&/) (*) KG$*1

124.81 2.00 249.62 1.04

124.81 2.00 249.62 1.04

31.20 1.00 31.20 1.04

62.41 1.00 62.41 1.04

31.20 1.00 31.20 1.04

PAN=ANG

POTONGAN

=U*LA7

POTONGAN

TOTALPAN=ANG


144/781

0.19 0.34 0.10 1.16 312.03 361.95 0.62

0.19 0.34 0.10 1.16 312.03 361.95 0.62

0.19 0.34 0.10 1.16 249.62 289.56 0.62

124.81 2.00 249.62 1.04

,ERTNGAN

= 0.20 m !e'al lan!a* &era = 0.05

= 0.20 m !e'al $a*r urug = 0.05

= 0.03 m alam gal*an l%%> = 0.30

= 43.80 m +e'ar gal*an l%%> = 0.40

%n = B / / +

0.2 / 0.2 / 43.796 = 1.75 m3

*!*ng = 2 / / +

2 / 0.2 / 43.796 = 17.52 m2


0.4 / 0.05 / 43.796 = 0.88 m3



145/781

0.4 / 0.05 / 43.796 = 0.88 m3


0.4 / 0.3 / 43.796 = 5.26 m3

= 5.26 m3

= 0.88 m3

= 0.88 m3

= 17.52 m2

= 398.55 &g

K250 = 1.75 m3

GAN

eneru A!a 2 5 1

eneru Ba(a) 2 5 1


Poo

5 1 A!a : 2 5 1

5 1 Ba(a) : 2 5 1

Sen/an/

> 100 *a. 10 > 100

Tulangan ,*nggang

Poo

5 1 2 5 1

5 1

> 20


(*) (*) (*) (*) (%&/) (*) KG$*1

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


146/781

43.80 2.00 87.59 1.04

43.80 2.00 87.59 1.04

10.95 1.04

21.90 1.04

10.95 1.04

0.14 0.14 0.10 0.66 109.49 72.26 0.62

0.14 0.14 0.10 0.66 109.49 72.26 0.62

0.14 0.14 0.10 0.66 87.59 57.81 0.62

43.80 2.00 87.59 1.04


147/781

,ERTNGAN

= 0.15 m !e'al lan!a* &era = 0.05

= 0.20 m !e'al $a*r urug = 0.05

= 0.03 m alam gal*an l%%> = 0.30

= 43.80 m +e'ar gal*an l%%> = 0.35

%n = B / / +

0.15 / 0.2 / 43.796 = 1.31 m3

*!*ng = 2 / / +

2 / 0.2 / 43.796 = 17.52 m2


0.35 / 0.05 / 43.796 = 0.77 m3


0.35 / 0.05 / 43.796 = 0.77 m3


0.35 / 0.3 / 43.796 = 4.60 m3

= 4.60 m3

= 0.77 m3

= 0.77 m3

= 17.52 m2

= 247.52 &g

K250 = 1.31 m3

GAN

eneru A!a 2 5 10

eneru Ba(a) 2 5 10


Poo

5 10 A!a : 2 5 10

5 10 Ba(a) : 2 5 10

Sen/an/

> 100 *a. 10 > 100


148/781

Tulangan ,*nggang

Poo

5 10 0 5 10

5 10

> 10


(*) (*) (*) (*) (%&/) (*) KG$*1

43.80 2.00 87.59 0.62

43.80 2.00 87.59 0.62

10.95 0.62

21.90 1.00 21.90 0.62

10.95 0.62

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


149/781

0.09 0.14 0.10 0.56 109.49 61.31 0.62

0.09 0.14 0.10 0.56 109.49 61.31 0.62

0.09 0.14 0.10 0.56 145.99 81.75 0.62

43.80 0.62

,ERTNGAN

T#'an/an

M Tul. ,%&%& 14 19

MM Seng&ang A 10 150

B) Seng&ang B 10 150

B)

B)

1?4 / 3.14 / H2 / + / @!

11.14 M3

/ + / @!


150/781

74.26725 M2

= 1622.27 KG

= 74.27 M2

K250 = 11.14 M3


(*) (*) (*) (*) (%&/) (*) KG$*1

39.40 14.00 551.60 2.23

1.80 262.67 471.87 0.62

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTAL

PAN=ANG


151/781

0.64 262.67 168.11 0.62

,ERTNGAN

T#'an/an

M Tul. ,%&%& 8 12

MM Seng&ang A 8 150

Seng&ang B 150

l) "B)#

2

2 11.2

2

2

2

23

2


152/781

4

21 ')

B / / + / @!

11.71 M3

2 / ,# / + / @!

214.74 M2

= 1879.51 KG

= 214.74 M2

K250 = 11.71 M3


(*) (*) (*) (*) (%&/) (*) KG$*1

195.22 8.00 1561.73 0.89

0.09 0.34 0.1 0.96 1301.44 1249.38 0.39

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


153/781

,ERTNGAN

T#'an/an

M Tul. ,%&%& 8 14

M

M Seng&ang A 8 150

Seng&ang B 150

l) "B)#

2

2 ')

B / / + / @!

2.59 M3

2 / ,# / + / @!

25.92 M2

= 218.83 KG

= 25 92 M2


154/781

K250 = 2.59 M3


(*) (*) (*) (*) (%&/) (*) KG$*1

16.20 8.00 129.60 1.21

0.34 0.34 0.1 1.46 108.00 157.68 0.39

,ERTNGAN

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


155/781

T#'an/an

M Tul. ,%&%& 4 12

M

M Seng&ang A 8 150

B) Seng&ang B 150

B)

B)

l) "B)#

2

6

4

12

1?4 / 3.14 / H2 / + / @!

7.35 M3

/ + / @!

37.133625M2

= 602.53 KG

= 37.13 M2

K250 = 7.35 M3


(*) (*) (*) (*) (%&/) (*) KG$*1

103.93 4.00 415.70 0.89

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


156/781

0.85 692.84 591.67 0.39

,ERTNGAN

T#'an/an

M Tul. ,%&%& 4 10

M

M Seng&ang A 6 150

Seng&ang B 150

l) "B)#2

2

2

2

8 ')


157/781

B / / + / @!

1.49 M3

2 / ,# / + / @!

39.62 M2

= 215.60 KG

= 39.62 M2

K250 = 1.49 M3


(*) (*) (*) (*) (%&/) (*) KG$*1

66.03 4.00 264.12 0.62

0.11 0.11 0.1 0.54 440.20 237.71 0.22

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


158/781

,ERTNGAN

T#'an/an

M Tul. ,%&%& 4 10

M

M Seng&ang A 6 150

Seng&ang B 150

l) "B)#

8

3

5

2

1

2

2

2

5

2

1

33 ')

B / / + / @!

4.76 M3

2 / ,# / + / @!

127.02 M2

= 849.27 KG

= 127.02 M2K250 = 4.76 M3


159/781


(*) (*) (*) (*) (%&/) (*) KG$*1

260.10 4.00 1040.40 0.62

0.11 0.11 0.1 0.54 1734.00 936.36 0.22

,ERTNGAN

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


160/781

Ele-a* 1.00

= 0.20 m Te'al $la! = 0.10 m

= 0.30 m

= 0.03 m

= 23.55 m

%n = B / / +

0.2 / 0.3 / 43.796 = 1.41 m3

*!*ng = ""2 / B# !e'al $la!# / +

" " 2 / 0.3 0.2#0.1# / 23.55

= 14.13 m2

= 14.13 m2

= 394.16 &g

K250 = 1.41 m3

GAN

eneru A!a 2 5 1

eneru Ba(a) 2 5 1


Poo

5 1 A!a : 2 5 1

5 1 Ba(a) : 2 5 1

Sen/an/

> 100 *a. 10 > 100

Tulangan ,*nggang

Poo

5 1 2 5 1

5 1

> 20


(*) (*) (*) (*) (%&/) (*) KG$*1

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


161/781

23.55 2.00 47.10 1.04

43.80 2.00 87.59 1.04

10.95 1.04

21.90 1.04

10.95 1.04

0.14 0.24 0.10 0.86 109.49 94.16 0.62

0.14 0.24 0.10 0.86 109.49 94.16 0.62

0.14 0.24 0.10 0.86 87.59 75.33 0.62


162/781

43.80 2.00 87.59 1.04

,ERTNGAN

= 0.15 m !e'al $la! = 0.1 m

= 0.20 m

= 0.03 m

= 32.74 m

%n = B / / +

0.15 / 0.2 / 43.796 = 0.98 m3

*!*ng = ""2 / B# !e'al $la!# / +

" " 2 / 0.2 0.15#0.1# / 32.736

= 11.46 m2

= 11.46 m2

= 139.73 &g

K250 = 0.98 m3

GAN

eneru A!a 2 5 10

eneru Ba(a) 2 5 10


Poo

5 10 A!a : 2 5 10

5 10 Ba(a) : 2 5 10

Sen/an/


163/781

> 100 *a. 3 > 100

Tulangan ,*nggang

Poo

5 10 0 5 1

5 10

> 10


(*) (*) (*) (*) (%&/) (*) KG$*1

32.74 2.00 65.47 0.62

43.80 2.00 87.59 0.62

10.95 0.62

21.90 0.62

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


164/781

10.95 0.62

0.09 0.14 0.10 0.56 109.49 61.31 0.22

0.09 0.14 0.10 0.56 109.49 61.31 0.22

0.09 0.14 0.10 0.56 145.99 81.75 0.22

43.80 1.04

,ERTNGAN

+

T#'an/an

0.10 m Tulangan a!a 10 250

60.106854 m2 "' ;A# Tulangan 'a(a) 10 250

51.043261 m2 "' ;A#

%eis&in/

!e'al / lua Kel*l*ng 'e&*!*ng = 41.411068 m1

5.10 m3 +ua 'e&*!*ng = 55.18 m2

= 55.18 m2


165/781

= 592.93 &g

K250 = 5.10 m3


(*) (*) (*) (*) (%&/) (*) KG$*1

1.00 4.00 4.00 0.62

1.00 4.00 4.00 0.62

1.00 4.00 4.00 0.62

1.00 4.00 4.00 0.62

,ERTNGAN

Ele-a* 4.00

= 0.25 m Te'al $la! = m

= 0.40 m

= 0.03 m

= 15.74 m

%n = B / / +

0.25 / 0.4 / 43.796 = 1.57 m3

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


166/781

*!*ng = ""2 / B# !e'al $la!# / +

" " 2 / 0.4 0.25#0# / 15.7432443

= 16.53 m2

= 16.53 m2

= 480.23 &g

K250 = 1.57 m3

GAN

eneru A!a 2 5 1

eneru Ba(a) 2 5 1


Poo

5 1 A!a : 5 1

5 1 Ba(a) : 2 5 1

Sen/an/

> 100 *a. 10 > 100

Tulangan ,*nggang

Poo

5 1 2 5 1

5 1

> 20


(*) (*) (*) (*) (%&/) (*) KG$*1

15 74 2 00 31 49 1 04

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


167/781

43.80 2.00 87.59 1.04

10.95 1.00 10.95 1.04

21.90 1.00 21.90 1.04

10.95 1.00 10.95 1.04

0.19 0.34 0.10 1.16 109.49 127.01 0.62

0.19 0.34 0.10 1.16 109.49 127.01 0.62

0.19 0.34 0.10 1.16 87.59 101.61 0.62

43.80 2.00 87.59 1.04


168/781

,ERTNGAN

Ele-a* 4.00

= 0.20 m Te'al $la! = 0.10 m

= 0.30 m

= 0.03 m

= 113.76 m

%n = B / / +

0.2 / 0.3 / 43.796 = 6.83 m3

*!*ng = ""2 / B# !e'al $la!# / +

" " 2 / 0.3 0.2#0.1# / 113.7581148

= 68.25 m2

= 68.25 m2

= 582.14 &g

K250 = 6.83 m3

GAN

eneru A!a 2 5 1

eneru Ba(a) 2 5 1


Poo

5 1 A!a : 2 5 1

5 1 Ba(a) : 2 5 1

Sen/an/

> 100 *a. 10 > 100

Tulangan ,*nggang

Poo

5 1 2 5 1

5 1

> 20

Pan4an/ Pan4an/ d Pan4an/ e %E6AT$*PAN=ANGPOTONGA

=U*LA7POTONGA

TOTALPAN=ANG


169/781

(*) (*) (*) (*) (%&/) (*) KG$*1

113.76 2.00 227.52 1.04

43.80 2.00 87.59 1.04

10.95 1.04

21.90 1.04

10.95 1.04

0.14 0.24 0.10 0.86 109.49 94.16 0.62

0.14 0.24 0.10 0.86 109.49 94.16 0.62

0.14 0.24 0.10 0.86 87.59 75.33 0.62


170/781

43.80 2.00 87.59 1.04

,ERTNGAN

Ele-a* 4.00

= 0.15 m !e'al $la! = 0.1 m

= 0.20 m

= 0.03 m

= 21.39 m

%n = B / / +

0.15 / 0.2 / 43.796 = 0.64 m3

*!*ng = ""2 / B# !e'al $la!# / +

" " 2 / 0.2 0.15#0.1# / 21.3944338

= 7.49 m2

= 7.49 m2

= 125.75 &g

K250 = 0.64 m3

GAN

eneru A!a 2 5 10

eneru Ba(a) 2 5 10



171/781

Poo

5 10 A!a : 2 5 10

5 10 Ba(a) : 2 5 10

Sen/an/

> 100 *a. 3 > 100

Tulangan ,*nggang

Poo

5 10 0 5 1

5 10

> 10


(*) (*) (*) (*) (%&/) (*) KG$*1

21.39 2.00 42.79 0.62

43.80 2.00 87.59 0.62

10.95 0.62

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


172/781

21.90 0.62

10.95 0.62

0.09 0.14 0.10 0.56 109.49 61.31 0.22

0.09 0.14 0.10 0.56 109.49 61.31 0.22

0.09 0.14 0.10 0.56 145.99 81.75 0.22

43.80 1.04

,ERTNGAN

+ Ele-a* 4.00

T#'an/an


81.655381 m2 "' ;A# Tulangan 'a(a) 10 250

61.784602 m2 "' ;A#

%eis&in/



173/781

6.18 m3 +ua 'e&*!*ng = 65.93 m2

= 65.93 m2

= 805.50 &g

K250 = 6.18 m3


(*) (*) (*) (*) (%&/) (*) KG$*1

1.00 4.00 4.00 0.62

1.00 4.00 4.00 0.62

1.00 4.00 4.00 0.62

1.00 4.00 4.00 0.62

,ERTNGAN

Ele-a* 4.50

= 0.25 m Te'al $la! = m

= 0.40 m

= 0.03 m

= 54.91 m

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


174/781

%n = B / / +

0.25 / 0.4 / 43.796 = 5.49 m3

*!*ng = ""2 / B# !e'al $la!# / +

" " 2 / 0.4 0.25#0# / 54.908

= 57.65 m2

= 57.65 m2

= 561.84 &g

K250 = 5.49 m3

GAN

eneru A!a 2 5 1

eneru Ba(a) 2 5 1


Poo

5 1 A!a : 5 1

5 1 Ba(a) : 2 5 1

Sen/an/

> 100 *a. 10 > 100

Tulangan ,*nggang

Poo

5 1 2 5 1

5 1

> 20


(*) (*) (*) (*) (%&/) (*) KG$*1

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


175/781

54.91 2.00 109.82 1.04

43.80 2.00 87.59 1.04

10.95 1.00 10.95 1.04

21.90 1.00 21.90 1.04

10.95 1.00 10.95 1.04

0.19 0.34 0.10 1.16 109.49 127.01 0.62

0.19 0.34 0.10 1.16 109.49 127.01 0.62

0.19 0.34 0.10 1.16 87.59 101.61 0.62

43.80 2.00 87.59 1.04


176/781

,ERTNGAN

Ele-a* 5.00

= 0.20 m Te'al $la! = m

= 0.30 m

= 0.03 m

= 59.15 m

%n = B / / +

0.2 / 0.3 / 43.796 = 3.55 m3

*!*ng = ""2 / B# !e'al $la!# / +

" " 2 / 0.3 0.2#0# / 59.15

= 47.32 m2

= 47.32 m2

= 468.35 &g

K250 = 3.55 m3

GAN

eneru A!a 2 5 1

eneru Ba(a) 2 5 1


Poo

5 1 A!a : 2 5 1

5 1 Ba(a) : 2 5 1

Sen/an/

> 100 *a. 10 > 100

Tulangan ,*nggang

Poo

5 1 2 5 1

5 1


177/781

> 20


(*) (*) (*) (*) (%&/) (*) KG$*1

59.15 2.00 118.30 1.04

43.80 2.00 87.59 1.04

10.95 1.04

21.90 1.04

10.95 1.04

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


178/781

0.14 0.24 0.10 0.86 109.49 94.16 0.62

0.14 0.24 0.10 0.86 109.49 94.16 0.62

0.14 0.24 0.10 0.86 87.59 75.33 0.62

43.80 2.00 87.59 1.04

,ERTNGAN

Ele-a* 6.50

= 0.20 m Te'al $la! = 0.10 m

= 0.30 m

= 0.03 m

= 20.70 m

%n = B / / +

0.2 / 0.3 / 43.796 = 1.24 m3

*!*ng = ""2 / B# !e'al $la!# / +

" " 2 / 0.3 0.2#0.1# / 20.7

= 12.42 m2

= 12.42 m2

= 388.22 &g

K250 = 1.24 m3


179/781

GAN

eneru A!a 2 5 1

eneru Ba(a) 2 5 1


Poo

5 1 A!a : 2 5 1

5 1 Ba(a) : 2 5 1

Sen/an/

> 100 *a. 10 > 100

Tulangan ,*nggang

Poo

5 1 2 5 1

5 1

> 20


(*) (*) (*) (*) (%&/) (*) KG$*1

20.70 2.00 41.40 1.04

43.80 2.00 87.59 1.04

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


180/781

10.95 1.04

21.90 1.04

10.95 1.04

0.14 0.24 0.10 0.86 109.49 94.16 0.62

0.14 0.24 0.10 0.86 109.49 94.16 0.62

0.14 0.24 0.10 0.86 87.59 75.33 0.62

43.80 2.00 87.59 1.04

,ERTNGAN

Ele-a* 6.50


181/781

= 0.15 m !e'al $la! = 0.1 m

= 0.20 m

= 0.03 m

= 7.85 m

%n = B / / +

0.15 / 0.2 / 43.796 = 0.24 m3

*!*ng = ""2 / B# !e'al $la!# / +

" " 2 / 0.2 0.15#0.1# / 7.85

= 2.75 m2

= 2.75 m2

= 109.05 &g

K250 = 0.24 m3

GAN

eneru A!a 2 5 10

eneru Ba(a) 2 5 10


Poo

5 10 A!a : 2 5 10

5 10 Ba(a) : 2 5 10

Sen/an/

> 100 *a. 3 > 100

Tulangan ,*nggang

Poo

5 10 0 5 1

5 10

> 10


(*) (*) (*) (*) (%&/) (*) KG$*1

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


182/781

7.85 2.00 15.70 0.62

43.80 2.00 87.59 0.62

10.95 0.62

21.90 0.62

10.95 0.62

0.09 0.14 0.10 0.56 109.49 61.31 0.22

0.09 0.14 0.10 0.56 109.49 61.31 0.22

0.09 0.14 0.10 0.56 145.99 81.75 0.22

43.80 1.04


183/781

,ERTNGAN

+ Ele-a* 6.50

T#'an/an


19.1575 m2 "' ;A# Tulangan 'a(a) 10 250

14.62 m2 "' ;A#

%eis&in/


1.46 m3 +ua 'e&*!*ng = 18.76 m2

= 18.76 m2

= 188.98 &g

K250 = 1.46 m3


(*) (*) (*) (*) (%&/) (*) KG$*1

1.00 4.00 4.00 0.62

1.00 4.00 4.00 0.62

PAN=ANGPOTONGA

N

=U*LA7POTONGA

N

TOTALPAN=ANG


184/781

1.00 4.00 4.00 0.62

1.00 4.00 4.00 0.62

,ERTNGAN

r*ngan "' $e*al*!#

e&a'

= 30 0.8660254

r*%n!al = 16 M2

&!ual = 18.475209 M2

= 20 0.9396926

r*%n!al = 80.43875 M2

&!ual = 85.60113 M2

= 30 0.8660254

r*%n!al = 56 M2

&!ual = 64.66323 M2

= 60 0.5

r*%n!al = 24 M2

&!ual = 48 M2

!eng me!al = 216.73957 M2

= 10 0.9848078

r*%n!al = 298.302 M2

&!ual = 302.90379 M2

= 9 0.9876883

r*%n!al = 162.10287 M2

&!ual = 164.1235 M2

$ *nalum = 467.02729 M2


185/781

= 0.9 m

= 40.8 m

= 36.72 m2

a'ung = 42.042218 m1

$lan& = 203.38822 m1

)*ng = 33.806

r*ngan "' $e*al*!# = 683.76686

eng me!al ! = 0.3 mm = 216.73957

lume ! = 0.3 mm = 467.02729

llumun*um ;%m$%*!e ,anel "A;,# Rang&a = 36.72

= 42.042218

= 203.38822

= 33.806

,ERTNGAN

al*

$ang !ura$ = 2.375 m2

= 0.17 m2


186/781

umla) = 90 ')

,anang = 0.3 m

,anang !%!al = 27 m1

!a* &era "Be!%n Mu!u K175# = 10.72088 m3

'a!u &al* = 149.777 m3

$*$a ra*n ,


187/781

= 73.943603 m3

+ua lan!a* : 29.65 m2

64.52881 m2

16.7475 m2

4.3475m2

4.3475m2

1.5725m2

1.5725m2

1.5725m2

1.5725m2

22.548946m2

22.548946m2

73.540901m2

73.540901m2

353.12235m2

25.753146m2

39.047031m2

3.4225m2

umla) = 739.43603 m2

= 0.1 m

= 739.43603 m2

= 73.943603 m3

= 551.37359 m2

= 25.753146 m2

= 147.0818 m2

'al* = 615.37234 m3

= 73.943603 m3

m "Be!%n mu!u K250# = 73.943603 m3

e/lue T%*le!# :

= 551.37359 m2

= 25.753146 m2

= 147.0818 m2

,ERTNGAN

g

,anang T*ngg* +ua


188/781

3.4 6.5 = 22.10 m2

1.45 6.5 = 9.43 m2

5.55 6.5 = 36.08 m2

1.6 6.5 = 10.40 m2

3.4 6.5 = 22.10 m2

0.85 6.5 = 5.53 m2

2.1 6.5 = 13.65 m2

2.35 6.5 = 15.28 m2

1.35 6.5 = 8.78 m2

1.85 6.5 = 12.03 m2

1.85 6.5 = 12.03 m2

2.225 6.5 = 14.46 m2

0.725 6.5 = 4.71 m2

3.4 6.5 = 22.10 m2

2.601 6.5 = 16.91 m2

1.349 6.5 = 8.77 m2

2.975 6.5 = 19.34 m2

3.85 6.5 = 25.03 m2

9.593 1.05 = 10.07 m2

9.593 1.05 = 10.07 m2

3.035 7.5 = 22.76 m2

4.11 7.5 = 30.83 m2

4.11 7.5 = 30.83 m2

3.035 7.5 = 22.76 m2

0.747 7.5 = 5.60 m2

0.747 7.5 = 5.60 m2

7.058 4 = 28.232 m2

7.058 4 = 28.232 m2

7.058 1.5 = 5.2935 m2

7.058 1.5 = 5.2935 m2

7.616 7.7 = 29.3216 m2

7.616 7.7 = 29.3216 m2

7.504 7.7 = 28.8904 m2

7.822 7.7 = 30.1147 m2

0.697 8.4 = 2.9274 m2

1.35 8.4 = 5.67 m2

0.925 8.4 = 3.885 m2

1.385 8.4 = 5.817 m2

3.995 8.4 = 16.779 m2

3.995 8.4 = 16.779 m2

0.925 8.4 = 3.885 m2

1.35 8.4 = 5.67 m2

0.697 8.4 = 2.9274 m2

1.85 4 = 3.7 m2

1.85 4 = 3.7 m2

1.85 4 = 3.7 m2

1.85 4 = 3.7 m2

1.85 4 = 3.7 m2


189/781

7.85 4 = 15.7 m2

3.85 4 = 7.7 m2

+ua *n*ng 'ru!% = 759.18 m2

+ua lu'ang &uen = 136.27 m2

+ua *n*ng ne!!% = 622.91 m2

#as dindin/ ad (182)

,anang T*ngg* +ua +u'ang &uen +ua 'er*)

3.4 1.5 = 5.10 2.72 = 2.38

1.6 1.5 = 2.40 2.40

1.85 1.5 = 2.78 2.78

1.85 1.5 = 2.78 2.78

1.85 1.5 = 2.78 2.78

0.725 1.5 = 1.09 1.09

0.725 1.5 = 1.09 1.09

0.85 1.5 = 1.28 1.76 1.28

0.85 1.5 = 1.28 1.76 1.28

0.85 1.5 = 1.28 1.76 1.28

0.85 1.5 = 1.28 1.76 1.28

1.85 1.5 = 2.78 1.76 1.02

1.85 1.5 = 2.78 0.15 2.63

1.85 1.5 = 2.78 2.78

1.85 1.5 = 2.78 2.78

+ua *n*ng a. 1 : 2 = 29.57

!a "a.1:4# = 593.34 m2

"a. 1:4# = 1186.67 m2

!a "a.1:2# = 29.57 m2

"a. 1:2# = 59.14 m2

= 1186.67 m2

,ERTNGAN

an enela "*nlue !%*le!# :


190/781

,anang +e'ar +ua

3.7 1.225 4.5325

3.7 4.6 17.02

3.7 1.225 4.5325

umla) = 26.085 m2

,anang +e'ar +ua

2.55 1.7 4.335 m2

,anang +e'ar +ua

2.55 0.9 2.295 m2

,anang +e'ar +ua

2.2 0.8 1.76 m2

,anang +e'ar +ua

0.5 0.3 0.15 m2

,anang +e'ar +ua

0.85 0.8 0.68 m2

+ua 4/ = 2.72 m2

,anang +e'ar +ua

9.593 2.8 26.8604 m2

an enela "$aa +T.1# :

umla) +ua lu'ang


191/781

,1 = 1 n*! 26.085m2

,1 = 6 n*! 26.01 m2

,2 = 7 n*! 16.065m2

,3 = 5 n*! 8.8m2

1 = 2 n*! 53.7208m2


192/781

= 1 B)

= 1 B)

u = 1 B)

engea!an

u = 3.44 M2

= 3.44 M2

K#sen$ 4ende'a

la Alumun*um = 60.772 M1

= 23.177511 M2

= 0.012 M3

= 0.08 M2

= 2.72 m2

,ERTNGAN

gan "e/lue !%*le!#

= 544.296733 m2

g$um = 544.296733 m2

= 218.207428 m1

= 544.296733 m2

Ruangan "$*r*$*r*#

GR; = 53.04 m2

GR; 6 mm = 53.04 m2

= 109.4 m1

+um'erer*ng = 12.8 m2

+um'erer*ng = 12.8 m2

'erer*ng = 16 m1

C-1

& 4 B)


193/781

*n = 4 B)

= 4 B)

el = 1 B)

= 2 B)

+an!a* "&. 20 / 20# = 14.985 m2

*n*ng "&. 20 / 25 !*ngg* 1.5 m# = 25.36 m2

= 14.985 m2

engan GR; = 14.985 m2

= 38.4 m1

= 14.985 m2

C-2

uu& = 1 B)

*n = 1 B)

r = 1 B)

r = 1 B)

el = 1 B)

+an!a* "&. 20 / 20# = 3.4225 m2

*n*ng "&. 20 / 25 !*ngg* 1.5 m# = 9.34 m2

= 3.4225 m2

engan GR; = 3.4225 m2

= 7.4 m1

= 3.4225 m2

*ng Ba!a

*) ;%ne(%% = 33.99 m2

*) Ba!u Alam = 36.60 m2

a!a %-er &%l%m !ru&!ur

"a. 1 : 4# = 14.3 m2

ga$ GR; *u&*r melau = 9.9065853 M2

&u ,la! Be* ! = 1 mm = 1 n*!


194/781


195/781

KG

46.18

46.18

TOTAL%E6AT


196/781

92.35


197/781

KG

19.59

19.59

TOTAL%E6AT


198/781

39.18


199/781

KG

33.52

33.52

TOTAL%E6AT


200/781

67.05

m

mm

m3


201/781

m

m

m

m


202/781

KG

260.09

260.09

32.51

65.02

32.51

TOTAL%E6AT


203/781

223.16

223.16

178.52

260.09

1535.15

m

m

m

m


204/781

KG

TOTAL%E6AT


205/781

91.27

91.27

44.55

44.55

35.64

91.27


206/781

398.55

m

m

m

m


207/781

KG

54.00

54.00

13.50

TOTAL%E6AT


208/781


209/781

KG

1227.70

290.93

TOTAL

%E6AT


210/781

103.64

1622.27

11.2

20.4

22.74

21.866

19.992

17.118

27.318.2

36 4


211/781

195.216 214.7376

e&

e&

KG

1386.52

492.99

TOTAL%E6AT


212/781

1879.51

16.2

0

0

0

0

0

0 16.2

0

0

16.2 25.92

e& e&

e&


213/781

KG

156.61

62.22

218.83

TOTAL%E6AT


214/781

16.926 16.926

54.6 54.6

32.4 32.4

103.926 103.926

7.3460961

e& OK

e& OK

KG

369.07

TOTAL%E6AT


215/781

233.46

602.53

18.216.2

20.43

11.2

0

0

0 66.03

0

0

66.03 39.618

e&

e&


216/781

e&

KG

162.84

52.76

TOTAL%E6AT


217/781


218/781


219/781

43.80

KG

TOTAL%E6AT


220/781

49.08

91.27

58.05

58.05

46.44


221/781

91.27

394.16

43.80


222/781

KG

40.37

54.00

TOTAL%E6AT


223/781

13.61

13.61

18.15

139.73

43.80


224/781

KG

2.47

2.47

2.47

2.47

9.86

43.80

TOTAL%E6AT


225/781

KG

32 81

TOTAL%E6AT


226/781

91.27

11.41

22.82

11.41

78.31

78.31

62.64

91.27

480 23


227/781

43.80

TOTAL%E6AT


228/781

KG

237.06

91.27

58.05

58.05

46.44


229/781

91.27

582.14

43.80


230/781

KG

26.38

54.00

TOTAL%E6AT


231/781

13.61

13.61

18.15

125.75

43.80


232/781

KG

2.47

2.47

2.47

2.47

9.86

43.80

TOTAL%E6AT


233/781

KG

TOTAL%E6AT


234/781

114.42

91.27

11.41

22.82

11.41

78.31

78.31

62.64

91.27


235/781

561.84

43.80


236/781

KG

123.26

91.27

TOTAL%E6AT


237/781

58.05

58.05

46.44

91.27

468.35

43.80


238/781

KG

43.14

91.27

TOTAL%E6AT


239/781

58.05

58.05

46.44

91.27

388.22


240/781

43.80

KG

TOTAL%E6AT


241/781

9.68

54.00

13.61

13.61

18.15


242/781

109.05

43.80

KG

2.47

2.47

TOTAL%E6AT


243/781

2.47

2.47

9.86

0 30 45 60

*n 0.5000 0.7071 0.8660

% 1.0000 0.8660 0.7071 0.5000

!g 0.5774 1.0000 1.7321

!g 0.5774 1.0000 1.7321

% A = am$*ng ? m*r*ng m*r*ng = am$*ng ? % A


244/781

1

m2

m2

m2

m2

m1

m1

m1


245/781

g


246/781


247/781


248/781

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2


249/781


250/781


251/781


252/781


253/781


254/781


255/781


256/781


257/781


258/781


259/781


260/781


261/781


262/781


263/781


264/781


265/781


266/781


267/781


268/781


269/781


270/781

OK

OK


271/781

2.592

OK OK

OK


272/781


273/781


274/781

1.485675

OK

OK


275/781

OK


276/781

4.76325

OK

n%!%&

OK


277/781


278/781


279/781


280/781


281/781


282/781


283/781


284/781


285/781


286/781


287/781


288/781


289/781


290/781


291/781


292/781


293/781


294/781


295/781


296/781


297/781


298/781


299/781


300/781


301/781


302/781

90

1.0000

0.0000

III

III


303/781


304/781


305/781


306/781


307/781


308/781


309/781


310/781


311/781


312/781

ANA+SA ARGA SATAN ,EKE

PE*ASANGAN %O?PLANK 1 *@

N< $RAIAN &A

A. BAAN

1 Kau Meran!* 5?7 M3

2 ,a$an Kau M3

3 ,a&u B*aa 2D ? 3D Kg

B. ,A

1 ,e&era O

2 Tu&ang Kau O3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT

. M+A ARGA " A B ; #

E. O


313/781

B. ,A

1 ,e&era O

4 Man%r O

;. A+AT


E. O


314/781

<

PE*OTONGAN 1 %7 KEPALA TIANG PANCANG

N< $RAIAN &A

A. BAAN

B. ,A

1 ,e&era O

2 Me&an*& O

3 O$era!%r O

4 Ke$ala Tu&ang O

5 Man%r O

;. A+AT

1 Blener am2 Ala! 'an!u am


E. O


315/781

2 ,l(%% !e'al 9 mm +'r

3 Bal%& Kau Kela M3

4 ,a&u 5 12 m Kg

5 M*na& Be&*!*ng +*!er

6 %l&en Kau Galam L "810# ;m ,anang 4 M B!g

B. ,A1 ,e&era O

2 Tu&ang Kau O

3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT


E. O


316/781

2 Bal%& Kau Kela M3

3 ,a&u 5 7 m Kg

4 M*na& Be&*!*ng +*!er

5 %l&en Kau Galam L "810# ;m ,anang 4 M Ba!ang

B. ,A

1 ,e&era O2 Tu&ang Kau O

3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT


E. O


317/781

B. ,A

1 ,e&era O

2 Tu&ang Ba!u O

3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT

1 ;%nre!e


318/781

3 ,, M3

B. ,A

1 ,e&era O

2 Tu&ang Ba!u O

3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT


E. O


319/781

;. A+AT


E. O


320/781

N< $RAIAN &A

A. BAAN

1 Ba!u Gunung?Kal* M3

2 ,a*r rug M3

B. ,A

1 ,e&era O

2 Tu&ang Ba!u O

3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT


E. O


321/781

1 ,e&era O

2 Tu&ang Ba!u O

3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT


E. O


322/781

3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT

. M+A ARGA " A B ; #E. O


323/781


E. O


324/781

. M+A ARGA SATAN ,EKERAAN " E #

*E*ASANG 1 *2 LANGIT-LANGIT GPSU* %OA65 D ++

N< $RAIAN &A

A. BAAN

1 G$um B%ar +em'ar

2 ,a&u &ru$ Kg

B. ,A

1 ,e&era O

2 Tu&ang Kau O

3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT


E. O


325/781

A. BAAN

1 Kau $a$an M3

2 ,a&u !r*$le& Kg

B. ,A

1 ,e&era O

2 Tu&ang Kau O

3 Ke$ala Tu&ang O

4 Man%r O

;. A+AT


E. O


326/781

*E*ASANG 1 *2 PASANG 6ANGKA PLA


327/781

*E*ASANG 1 *2

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