Rab Cetak1gfngffg

8/19/2019 Rab Cetak1gfngffg

1/27

A. Pekerjaan Persiapan

a) Pembersihan Lapangan

Panjang = 14.5

Lebar = 12.5

{(P+4)x(L+4)} = 181.25 m2

b) Pemasangan Bowplank

Panjang = 12.5

Lebar = 10.5

{(Px2)+(Lx2)} = 46.00 m'

B. Pekerjaan Tanah & urugan

1. Galian Pondasi

1. Pondasi Tapak (T1),Panjang = 1.20Lebar = 1.20

Tinggi = 1.50Unit = 12.0

( P X L X T X UNIT ) = 1.20 x 1.20 x 1.50 x 12.0 = 25.92, m3

2. Pondasi Tapak (T),Panjang = 1.00Lebar = 1.00


2/27


( P X L X T X UNIT ) = 1.00 x 1.00 x 1.50 x 4.0 = 6.00, m3

!. Pondasi "enerus,Panjang = 42.6Lebar = 0.0

Tinggi = 0.!0

Unit = 1.0

( P X L X T X UNIT ) = 42.6 x 0.0 x 0.!0 x 1.0 = 30.67, m3

#. $rugan Pasir Bawah Pondasi

a) Pondasi Tapak (T1)Panjang = 1.2Lebar = 1.2

Tinggi = 0.1Unit = 12

( P X L X T X UNIT ) = 1.2 x 1.2 x 0.1 x 12 = 1.73, m3

b) Pondasi Tapak (T)Panajng = 1.0Lebar = 1.0


( P X L X T X UNIT ) = 1.0 x 1.0 x 0.1 x 4 = 0.40, m3

%) Pondasi "enerusPanajng = 42.6Lebar = 0.


( P X L X T X UNIT ) = 42.6 x 0. x 0.05 x 1 = 1.92, m3

Total Urugan Pasir Pondasi, 4.05, m3

'. $rugan Tanah embali

d) Pondasi Tapak (T1)"#$#% = &'4

Tt gaian Pn* Taa, T1 = 25.2- $&

(&'4 x Tt gaian Pn* Taa,) = 19.44, m3

Total Pekeraan !alian, = 62.59, m3


3/27

e) Pondasi Tapak (T)"#$#% = &'4

Tt gaian Pn* Taa, T2 = 6.00- $&

(&'4 x Tt gaian Pn* Taa,) = 4.50, m3

) Pondasi "enerus"#$#% = 1'4

Tt gaian Pn* Taa, T2 = &0.6- $&

(1'4 x Tt /aian Pn* ener#%) = *.+*, m!

Total Urugan Tana" #em$ali % 31.61, m3

+. $rugan Pasir Bawah Lanai

g) Po Pondasi (-)Panjang = .0

Lebar = .0 Tinggi = 0.1

( P X L X T ) = .0 x .0 x 0.1 = +.!, m!

h) Po Pondasi (#-#)Panjang = 1.5Lebar = &.0

Tinggi = 0.1

( P X L X T ) = 1.5 x &.0 x 0.1 = .#', m!

i) Po Pondasi (#-#) / A

Panjang = 1.05Lebar = 2

Tinggi = 0.1

( P X L X T ) = 1.05 x 2 x 0.1 = .1, m!

&u$ Total % 0.66, m3

j) Po Pondasi (!-!)Panjang = 6.0Lebar = 1.5

Tinggi = 0.1

( P X L X T ) = 6.0 x 1.5 x 0.1 = .0, m!

Total Urugan Pasir a(a" )antai % 7.86, m3

7. Timbunan Tanah Bawah Lanai


4/27

k) Po Pondasi (-)Panjang = .0Lebar = .0

Tinggi = 0.55

( P X L X T ) = .0 x .0 x 0.55 = !#.+', m!

l) Po Pondasi (#-#)Panjang = 1.5Lebar = &.0

Tinggi = 0.5

( P X L X T ) = 1.5 x &.0 x 0.5 = .', m!m) Po Pondasi (#-#) / A


Tinggi = 0.&

( P X L X T ) = 1.05 x 2 x 0.& = .+!, m!

&u$ Total % 2.88, m3

n) Po Pondasi (!-!)Panjang = 6.0Lebar = 1.5

Tinggi = 0.5

( P X L X T ) = 6.0 x 1.5 x 0.5 = #.', m!

Total Tim$unan Tana" a(a" )antai % 42.03, m3

. Pekerjaan 2ukur Pondasi

1. Pondasi Tapak T1

o) 2i%k Panjang = 0.&Lebar = 0.25


( P X L X T X UNIT ) = 0.& x 0.25 x 1.50 x 12.0= 1.08, m3


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p) Poor Tapak Panjang = 1.20Lebar = 1.20


( P X L X T X UNIT ) = 1.2 x 1.2 x 0.25 x 12.0 = #.*', m!

Total *olume Pondasi Ta+ak %5.83, m3

. Pondasi Tapak T

3) 2i%k

Panjang = 0.25Lebar = 0.25


( P X L X T X UNIT ) = 0.25 x 0.25 x 1.2 x 4 = .!, m!

r) Poor Tapak



( P X L X T X UNIT ) = 1.0 x 1.0 x 0.275 x 4 = 1.10, m3

Total Volume Pondasi Tapak = 1.40, m3

!. Pondasi "enerus

Panjang = 0

Lebar = 0. Tinggi = 0.5Unit = 1

(1/2(a+b)) X T) = 70 x 0.7 x 0.75 x 1 = 27.56, m3

#. Asamping

Asamping Pondasi Tapak s) Pondasi Tapak T1

Panjang = 1.2


6/27

Lebar = 1.2 Tinggi = 0.1

Unit = 12

( P X L X T X UNIT ) = 1.2 x 1.2 x 0.1 x 12 = 1.73, m3

t) Pond Tapak (T) Panjang = 1.0Lebar = 1.0


( P X L X T X UNIT ) = 1.0 x 1.0 x 0.1 x 4 = 0.40, m3

Asamping Pondasi "enerus

Panjang = 4&Lebar = 0.


( P X L X T X UNIT ) = 43 x 0.9 x 0.1 x 1 = 3.83, m3

Total Pasangan Aanstamping = 5.96, m3

4. Pekerjaan Beon

1. 2loo ('/!)Panjang = 0Lebar = 0.25

Tinggi = 0.&0Unit = 1

( P X L X T X UNIT ) = 70 x 0.25 x 0.30 x 1 = 5.25, m3

. olomu) Kolom K1 (25/30) Lantai I

( 2,!2,"2,#2,4,!4,"4,#46,!6,"6,#6, )Panjang = 0.&0Lebar = 0.25

Tinggi = 4.00

Unit = 12

( P X L X T X UNIT ) = 0.30 x 0.25 x 4.00 x 12 = 3.60, m3

$) Kolom K1 (25/30) Lantai II,( 2,!2,"2,#2,4,!4,"4,#46,!6,"6,#6,)Panjang = 0.&0Lebar = 0.25

Tinggi = &.50

Unit = 12

( P X L X T X UNIT ) = 0.30 x 0.25 x 3.50 x 12 = 3.15, m3


7/27

w) Kolom K2 (25/25)!1,"1,%3,%6Panjang = 0.25Lebar = 0.25

Tinggi = 4.00

Unit = 4

( P X L X T X UNIT ) = 0.25 x 0.25 x 4.00 x 4 = 1.00, m3

Total Pekerjaak olom =!.!5, m3

3. Kolom Prakti&') Kolom %2,2,!2,3,"3,#3,%4

4,!4,5 (15 15) Lantai I Panjang = 0.1&Lebar = 0.1&

Tinggi = &.4

Unit =

( P X L X T X UNIT ) = 0.13 x 0.13 x 3.4 x 9 = 5.17, m3

4. alok Latai (13'15)) Lantai 1

Panjang = 45.5Lebar = 0.1&


( P X L X T X U ) = 45.5 X 0.13 X 0.15 X 1 = 0.*1, m3

+) Lantai 2Panjang = &2.0Lebar = 0.1&


( P X L X T X U) = 32.0 x 0.13 x 0.15 x 1 = 0.62, m3

'. Balok ('5!)Panjang =

Lebar = 0.25 Tinggi = 0.&0Unit = 1

( P X L X T X U ) = 79 x 0.25 x 0.30 x 1 = 4.35, m3

+. 6ing Balok (17/)Panjang = 55Lebar = 0.1!

Tinggi = 0.20


8/27

Unit = 1

( P X L X T X U ) = 55 x 0.18 x 0.20 x 1 = 1.*8, m3

*. Pla Lanai T-1 m

aa) %& &/- %& !Panjang = .0Lebar = &


( P X L X T X U ) = 7.0 x 3 x 0.12 x 1 = 2.52, m3

a) %&! &/- %& "Panjang = 5.0Lebar = &.0


( P X L X T X U ) = 5.0 x 3.0 x 0.12 x 1 = 1.80, m3

a) %&" &/- %& #Panjang = .0Lebar = &.0


( P X L X T X U) = 7.0 x 3.0 x 0.12 x 1 = 2.52, m3

Total Pekerjaan Plat "antai = 6.#4, m3

7. Pla 4ag T-1 m. Pla 4ag usen T-1 mad) Lanai 1



( P X L X T X U ) = 2.5 x 0.5 x 0.1 x 6 = 0.!5, m3

ae$ Lantai 2Panjang = 2.5

Lebar = 0.5 Tinggi = 0.1Unit = 10

( P X L X T X U ) = 2.5 x 0.5 x 0.1 x 10 = 1.%5, m3

8. P8869AA: LA:TA;1. 2pesi

a)Po Pondasi (-)Panjang = .0Lebar = .0

Tinggi = 0.05


9/27

( P X L X T ) = 9.0 x 7.0 x 0.05 = 3.15, m3

ag) Po Pondasi (#-#)Panjang = 1.5Lebar = &.0

Tinggi = 0.05

( P X L X T ) = 1.5 x 3.0 x 0.05 = 0.225 m3

ah) Po Pondasi (!-!)Panjang = 6.0Lebar = 1.5

Tinggi = 0.05

( P X L X T ) = 6.0 x 1.5 x 0.05 = 0.45, m3

&pesi "antai ' = 3.#%5, m3

&pesi "antai '' 9.0 x 7.0 x 0.04 = 3.15, m3

. Pasang Lanai eramik # 5 #

ai)6uang "akan & 4apurPanjang = .0

Lebar = .0

( P X L ) = 9.0 X 7.0 = 63, m2

aj)6uang Aula (Lanai )Panjang = .0Lebar = .0

( P X L ) = 9.0 x 7.0 = 52.5, m2

ak) Tra& u-anPanjang = 5.0Lebar = 1.5

( P X L ) = 5.0 x 1.5 = 7.5, m2

Total Pas. eramik 40 ( 40 )m =1%3, m%

!. Pasang Lanai eramik 5 ( Teksur )al)amar "andi

Panjang = 1.5Lebar = 1.Unit = 2.0


10/27

( P X L X U ) = 1.5 x 1.7 x 2.0 = 5.1 m2

4. Pa&an "in-in Kramik 20 ' 25 !m

am) "in-in Kamar an-iPanjang = Lebar = 2Unit = 2.0Pint# =0.!2

( P X L X U - P ) = 7 x 2 x 2.0 (0.82) =27.18 m2


11/27

Unit = 1

( P X L X TX UNIT ) = 1.45 x 0.25 x 0.2 x 1 = 0.0725, m3

Poor Pon-a&i

Panjang = 1.45Lebar = 0.&


( P X L X T UNIT ) = 1.45 x 0.3 x 0.175 x 1 = 0.08, m3

*umla+ = 0.15, m3

B. Tangga

1. Anak Tangga Tinggi = 0.12Panjang =1.45Lebar = 1.45

(P X L X T / 2) = 0.12 x 1.45 x 1.45 / 2 = 0.12, m3

2. Plat Tana Panjang = 5.4Lebar = 1.45


( P X L X T ) = 6.24 x 1.07 x 0.12 x 1 = 0.*4, m3

3. Relling Hollow 40 x 40 Cm = !.#0, m, Relling Hollow 40 x 20 Cm = 15.00, m,

. Bordes

#. Balok 17/'Panjang = &.00Lebar = 0.1!


( P X L X T X U ) = 12.5 x 0.18 x 0.25 x 2 = 0.14, m3

5. Plat or-&Panjang = &.0Lebar = 1.2


12/27


( P X L X T X U ) = 3.0 x 1.2 x 0.12 x 1 = 0.22, m3

G. Pekerjaan 4inding & Plaseran

1. P% %T% L%T%I 1

P%. ata 1 2 ( Tra&tram )

a. "in-in 1 2 ( Tini 50 m )

Panjang = &!Lebar = 0.5Unit = 1

( P X L X U ) = 38 x 0.5 x 1 = 1*.00, m2

. "in-in 1 2 ( Tini 180 )

Panjang = 12.5Lebar = 1.!Unit = 1

( P X L X U ) = 12.5 x 1.8 x 1 = 22.50, m2

. Pintu P91

Panjang = 1.&2Lebar = 0.2Unit = 1

( P X L X U ) = 1.32 x 0.2 x 1 = 0.26, m2

-. Pintu P1

Panjang = 0.2Lebar = 0.2Unit = 2


13/27

( P X L X U ) = 0.92 x 0.2 x 2 = 0.37, m2

. Pintu P2

Panjang = 0.!2Lebar = 0.2Unit = &

( P X L X U ) = 0.82 x 0.2 x 3 = 0.4*, m2

*ml+ Volume Pas. -ata 1% = , :(a;)-< = 40.3#, m%

P% ata 1 4

a) "in-in 1 4 ( Tini 350 !m )

Panjang = &!Lebar = &5Unit = 1

( P X L X U ) = 38 x 3.5 x 1 = 133.00, m2

) "in-in 1 4 ( Tini 225 !m)


( P X L X U ) = 12.5 x 2.25 x 1 = 28.13, m2

) Pintu P9 1


( P X L X U ) = 1.32 x 0.1 x 1 = 0.13, m2

Pintu P9 1 / a


( P X L X U ) = 2.64 x 1.96 x 1 = 5.17 m2

9alu&i P91


14/27


( P X L X U ) = 0.35 x 0.4 x 5 = 0.70, m2

*umla+ "uas usen P*1 = 6.01, m%

-) PIntu P1 ; 9alu&i

Panjang = 0.2Lebar = 2.6!Unit = 2

( P X L X U ) = 0.92 x 2.68 x 2 = 4.*3, m2

) Pintu P2

Panjang = 0.!2Lebar = 2.06Unit = &

( P X L X U ) = 0.82 x 2.06 x 3 = 5.07, m2

=) 9n-la 91 ; 9alu&i

Panjang = 2.04Lebar = 1.!

Unit = 5

( P X L X U ) = 2.04 x 1.98 x 5 = 20.20, m2

) 9n-la 92 ; 9alu&i

Panjang = 1.&!Lebar = 1.!Unit = 1

( P X L X U ) = 1.38 x 1.98 x 1 = 2.73, m2

>) ?ntila&i ?1

Panjang = 1.&!Lebar = 0.52 Unit = &

( P X L X U ) = 1.38 x 0.52 x 3 = 2.15, m2

i) alok Latai



15/27

( P X L X U ) = 46.5 x 0.15 x 1 = 6.*8, m2

*ml+ Volume Pas. -ata 14, :(a;)-=>i< @ 113.06, m%

2. P% %T% L%T%I 2

1. Pa&an ata 1 4

a) "in-in 1 4

Panjang = &2Lebar = &.5Unit = 1

( P X L X U ) = 32 x 3.5 x 1 = 112.00, m2

) 9n-la 91 ; 9alu&i

Panjang = 2.04Lebar = 1.!Unit = 10

( P X L X U ) = 2.04 x 1.98 x 10 = 20.20, m2

) alok Latai

Panjang = &2Lebar = 0.15Unit = 1

( P X L X U ) = 32 x 0.15 x 1 = 4.80, m2

*ml+ Volume Pas. -ata 14, :(a)< @ #!.00, m2

3. PL%T#A%

%. P#L%T#A% 1 2 ( Tra&ram )

$!"%&' P *ata 1 2 = 40.38 &2

($!"%&' Pa,. *ata 12 (Ta,a&) x 2) = 80.75, m2

. P#L%T#A% 1 4

Lantai 1

$!"%&' Pa, *ata 1 4 = 120.04

($!"%&' Pa,. *ata 14 x 2) = 240.08,

Lantai 2

$!"%&' Pa, *ata 1 4 = 87.00


16/27

($!"%&' Pa,. *ata 14 x 2) = 174.01, m2

B. P#K#A9%% PL%CDD

1. Aanka Pla=on-

Lantai 1

( L%a, P"a!n Lantai I ) = 52.88, m2

Lantai 2

( P"%a, P"a!n Lantai II ) = 5*.06, m2,

2. Pro=il Kau

Lantai 1 = 52.50 m2

Lantai 2 @ 64.00 m2

3. Pla=on- Tripl' 4.0 mm

1. Kamar an-i u-an,

Panjang = 1.5Lebar = 1.25Unit = &.00

( P X L X U ) x 1.75 x 1.25 x 3.00 @ 6.56, m2

2. Auan akan "apur,

Panjang = 14.25Lebar = &.25Unit = &.00

( P X L X U ) = 14.25 x 3.25 x 1.00 @ 46.31, m2


17/27

3. Auan %ula (Lantai 2),

Panjang = !.5Lebar = 6.5Unit = 100

( P X L X U ) = 8.75 x 6.75 x 1.00 = 5*.06, m2

Total "uas Pla/ond "T. ', ( a + b ) = 5%.##, m%Total "uas Pla/ond "T. '', ( ) = 59.06, m%

;. "8A:;AL & 8L8T6;AL

1. ;nsalasi Lisrik

a) Lanai 1

• *!x ''in# =1.00 Unit

• La&% Pi"i 45 att =6.00 Unit

• La&% Pi"i 18 att = 3.00 Unit

• a"a %a a = 3.00 Unit

• a"a at% a = 2.00 Unit

• t! !nta = 7.00 Unit

b) Lanai

• La&% Pi"i 45 att = 6.00 Unit

• a"a %a a = 1.00 Unit

• a"a at% a = 1.00 Unit

• t! !nta = 6.00 Unit

9. 2A:;TA2;

1. 2aniasi

• "!,' !n#! = 2.00 Unit


18/27

• an i = 2.00 Unit

• In,ta"a,i i *',i = 1.00 Unit

• In,ta"a,i i !t! = 1.00 Unit

• 'titan *a !t!an = 1.00 Unit

an ',aan

. P8869AA: $28:

1. usen Pnu 4an 9endela P91 ( 1 $ni )

a=u usen



6'1&- ( P X L X T X U ) = 12.44 x 0.1& x 0.06 x 1 = 0.10- $&

4aun Pinu a=u T> # m


Tinggi = Unit = 2

( P X L X U ) = 2.11 x 0.61 x x 2 = 2.5- $2

aun -endela #au 3/10 % 2.00, 0

9alusi P91 +/1!

Panjang = 1.5

Lebar = 0.1& Tinggi = 0.06Unit = 5

( P X L X T X U ) = 1.5 x 0.1& x 0.06 x 5 = 0.06- $&

a%a T> ' mm


Tinggi = 1Unit = 2


19/27

( P X L X T X U ) = 1.66 x 0.44 x 1 x 2 = 1.46- $2

2. Ku&n Pintu P1 (2 nit)

Kau Ku&n 6/13



( P X L X T X U) = 5.56 x 0.13 x 0.06 x 1 = 0.04, m3

"aun Pintu Kau T 4 !m

Panjang = 2.11Lebar = 0.!2

Tinggi = Unit = 1

( P X L X T U ) = 2.11 x 0.82 x - x 1 = 1.73, m2

Kripiak 9alu&i 2/13

Panjang = 0.4Lebar = 0.!

Tinggi = Unit = 1

( P X L X T ) = 0.4 x 0.8 x - x 1 = 0.32, m2

Kau Ku&n 9alu&i,

Panjang = &.12Lebar = 0.1&


( P X L X T X U ) = 3.12 x 0.13 x 0.06 x 1 = 0.02, m3

9umla> 9ml 9ml Lantai 1 Lantai 2

9umla>9ml

Ku&n LT.I

9mlKu&n LT.

IILantai 1 Lantai 2

#n&l Pintu 6.00 1.00 0.00 6.00 0.00

Bak %nin 4.00 1.00 0.00 4.00 0.00 nit

Kuni Tanam 2.00 1.00 0.00 2.00 0.00 nit

#n&l 9n-la 4.00 1.00 0.00 4.00 0.00 nit

Tarikan 9n-la 2.00 1.00 0.00 2.00 0.00 nit

rn-l 9n-la 4.00 1.00 0.00 4.00 0.00 nit


20/27

Ku&n LT.I

Ku&n LT.II

Bak %nin 0.00 2.00 0.00 0.00 0.00 nit

Kuni Pintu 1.00 2.00 0.00 2.00 0.00 nit

#n&l Pintu 3.00 2.00 0.00 6.00 0.00 nit

Tarikan 9n-la 0.00 2.00 0.00 0.00 0.00 nit

rn-l 9n-la 0.00 2.00 0.00 0.00 0.00 nit

!. usen Pinu P ( ! $ni )

Kau Ku&n 6/13



( P X L X T X U) = 5.26 x 0.13 x 0.06 x 1 = 0.04, m3

"aun Pintu Kau T 4 !m


Tinggi = Unit = 1

( P X L X U ) = 2.11 x 0.72 x 1 = 1.52, m2

9umla>

9mlKu&n

LT. I

9mlKu&nLT. II

Lantai 1 Lantai 2

Bak %nin 0.00 3.00 0.00 0.00 0.00 nit

Kuni Pintu 1.00 3.00 0.00 3.00 0.00 nit

#n&l Pintu 3.00 3.00 0.00 *.00 0.00 nit

Tarikan 9n-la 0.00 3.00 0.00 0.00 0.00 nit

rn-l 9n-la 0.00 3.00 0.00 0.00 0.00 nit


21/27

#. usen 9endela 91 (1' $ni )

Kau Ku&n 6/13



( P X L X T X U ) = 10.16 x 0.13 x 0.06 x 1 = 0.08, m3

• "aun 9n-la Kau 3/8 = 3.00, nit

• "aun 9alu&i 3/10 = 3.00, nit

Kau Ku&n 9alu&i 6/1



( P X L X T X U ) = 4.56 x 0.13 x 0.06 x 1 = 0.04,

Kaa T 5 mm

Panjang = 1.&!Lebar = 0.42

Tinggi = Unit = 1.&

( P X L X U ) = 1.38 x 0.42 x x 1 3 = 1.74, m2

ran-l = 6.00, nit

9umla>9ml

Ku&nLT. I

9mlKu&nLT. II

Lantai 1 Lantai 2

Bak %nin 12.00 5.00 10.00 60.00 120.00 nit

Kuni Tanam 0.00 5.00 10.00 0.00 0.00 nit


22/27

#n&l En-la 12.00 5.00 10.00 60.00 120.00 nit

Tarikan 9n-la 6.00 5.00 10.00 30.00 60.00 nit

rn-l 9n-la 12.00 5.00 10.00 60.00 120.00 nit

'. usen 9endela 9 ( 1 $ni )

a=u usen +/1!



( P X L X T X U ) = 11.4 x 0.1& x 0.06 x 1= .0, m!

3a#n en*ea a# &'! = ., $ni

• 3a#n a#%i &'10 = ., $ni

• a# #%en a#%i 6'1&

Panjang = 456Lebar = 0.1&


( P X L X T X U) = 4.56 x 0.1& x 0.06 x 1 = .#, m!

• a7a T8 5 $$

Panjang = 1.&!Lebar = 0.42

Tinggi = 1Unit = 2

( P X L X T X U ) = 1.&! x 0.42 x 1 x 2 = 1.1+, m

• /ran*e = +., $ni

9umla>

9mlKu&n

LT. I

9mlKu&nLT. II

Lantai 1 Lantai 2

Bak %nin 8.00 1.00 0.00 8.00 0.00 nit

Kuni Tanam 0.00 1.00 0.00 0.00 0.00 nit

#n&l 9n-la 8.00 1.00 0.00 8.00 0.00 nit

Tarikan 9n-la 4.00 1.00 0.00 4.00 0.00 nit


23/27

rn-l 9n-la 8.00 1.00 0.00 8.00 0.00 nit

+. usen 9endela ?1 ( ! $ni )

a=u usen +/1!



( P X L X T X U ) = 4.56 x 0.1& x 0.06 x 1 = .#, m!

-umla" *olume #au, = 0.04, m3

a%a T> ' mm


Tinggi = 1 Unit = 4

( P X L X T X U ) = 0.62 x 0.26 x 1 x 4 = .+#, m!

Lanai 1

a. Total ?olum "aun Pintu @ 5.82, m2. Total ?olum Ku&n Kau 6/13 @ 0.80, m3. Total ?olum Ku&n Kau 9alu&i 6/13@ 0.3*, m3-. Total ?olum "aun 9n-la @ 17.00, nit. Total ?olum "aun 9alu&i @ 17.00, nit

Lanai

a) Total ?olum "aun Pintu @ 0 m2) Total ?olum Ku&n Kau 6/13 @ 0.7*, m3) Total ?olum Ku&n Kau 9alu&i 6/13@ 0.36, m3-) Total ?olum "aun 9n-la @ 30.00, nit) Total ?olum "aun 9alu&i, @ 30.00, nit

L. P8:G88TA:

1. Penge%ean 4inding

Lantai I

T!t $!" P"a, 1 2 = 80.75T!t $!" P"a, 1 4 = 240.08

(T!" :!" "a, 12+T!" :!" "a, 14) =3%0.#3

Lantai II


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($!"%&' Pa,. *ata 14 x 2) = 1!4.01

. Penge%ean usen Lanai 1 & Lanai

Pnatan ku&n Pintu,,9n-la -an 9alu&i/?ntila&i

Pan;an# ','"%%an =51.42L'ba =0.13Unit =1

(Pan;an# ','"%%an X L X U ) = 51.42 x 0.13 x 1 = 6.68, m2

Pnatan Ku&n Pintu,9n-la -an 9alu&i/?ntila&i

Pan;an# ','"%%an =51.42L'ba =0.06Unit =2

(P;# ','"%%an X L X U) = 51.42 x 0.06 x 2 = 6.17, m2

Pnatan "aun,Pintu 9n-la ?ntila&i

$!"%&' a


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. P#K#A9%% P#%%% K!I "% P#%T

1. #n&l Ku&n

• #n&l Pintu 9n-la P91

%&"a n#,'" = 10Unit = 1

(%&"a n#,'" X U) = 10 x 1= 10, nit

#n&l Pintu P1

%&"a n#,'" = 3Unit = 2

(%&"a n#,'" X U) 3 x 2 = 6, nit

#n&l Pintu P2

%&"a n#,'" = 3Unit = 3

(%&"a n#,'" X U) 3 x 3 = *, nit

#n&l 9n-la 91,

%&"a n#,'" = 12Unit = 15

(%&"a n#,'" X U) 12 x 15 = 180, nit

#n&l 9n-la 92,

%&"a n#,'" = 10Unit = 1

(%&"a n#,'" X U) 8 x 1 = 8, nit

Total ngsel Pintu, = %1, 2nit

Total ngsel *endela, = 19%, 2nit

2. Kuni Pintu

Kuni Pintu 9n-la P91

%&"a %ni = 6Unit =1

(%&"a %ni X U) = 6 x 1 = 6, nit


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Kuni Pintu P1

%&"a %ni = 1Unit =2

(%&"a %ni X U) = 1 x 2 = 2, nit

Kuni Pintu P2

%&"a %ni = 1Unit =3

(%&"a %ni X U) = 1 x 3 = 3, nit

Kuni 9n-la 91

%&"a %ni = 12Unit =15

(%&"a %ni X U) = 12 x 15 =180, nit

Kuni 9n-la 92

%&"a %ni = 8Unit =1

(%&"a %ni X U) = 8 x 1 = 8, nit

Total uni Pintu = !, 2nit

Total uni *endela, = 1##, 2nit

3. rn-l 9n-la

• T!ta" >an'" 'n'"a 1

%&"a >a'" = 12

Unit = 15

(%&"a >an'" X U) = 12 x 15 =180 Unit

• T!ta" >an'" 'n'"a 2

%&"a >a'" = 8Unit = 1

(%&"a >an'" X U) = 8 x 1 = 8 Unit


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. P#K#A9%% %T%P

1. i-an Trap&ium


Tinggi = 4.!5Unit = 2

(((a+b)/2) x U x T) = 10.6 x 2 x 4.85 x 2 = 61.11, m2

2. i-an itia

Panjang = !.6

Tinggi = 4.!5Unit = 2

(1/2 P x T x U) = 8.6 x 4.85 x 2 = 41.71, m2

Total "uas Atap =10%.#%, m%

3. Li&plank 3/25 = 38.40, m

4.

a. Pan;an# ','"%%an = 6.3 x 8.6 x 4.85 x 2 = 55.73, mF

b. L%a, ab%n# = 55.73 x 0.3 = 16.72, m2

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