desain cafe

8/15/2019 Desain Cafe

1/41

SPESIFIKASI CAFÉ11 m x 24.65 m

Luas Tanah 271.15 m2

Luas Bangunan 128.15 m2

Gambar 1. Tampak Depan


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3/41

ANALISA BIAYA KONSTRUKSIPEKERJAAN PERSIAPAN

A. PEMBERLIAN TANAH DENGAN LUAS 21.15 M2Harga Tanah 271.15 M2 x Rp 1,000,000.00 = Rp

B. PEMBERSIHAN LAHAN DAN PERSIAPAN ALATPekerja 0.1 Oh x Rp 52,500.00 = Rp

Man!r 0.05 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

C. PEMBUATAN GUDANG DAN BEDENG BURUHM!"#$%!&%a&u 2."'( M' x Rp '7,(00.00 = Rp

Paku B)asa '.* %g x Rp 125,*00.00 = Rp

+!$ken '5.( Bg x Rp 1*,250.00 = Rp

-eng e$!m/ang 1*.5 L/r x Rp 5*,"(0.00 = Rp

#um$ah = Rp

T#'!(! Tukang %a&u 2 Oh x Rp 78,800.00 = Rp

Pekerja 1 Oh x Rp 52,500.00 = Rp

Man!r 0.05 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

D. PEMASANGAN BOUPLANK M!"#$%!&%a&u 0.012 M' x Rp '7,(00.00 = Rp

#um$ah = Rp

T#'!(! Tukang %a&u 0.2 Oh x Rp 78,800.00 = Rp

Pekerja 0.( Oh x Rp 52,500.00 = Rp

Man!r 0.02 Oh x Rp "5,"00.00 = Rp #um$ah = Rp

T!a$ = Rp

E. TOTAL BIAYA PERSIAPAN #um$ah p!)n = Rp


4/41

PEKERJAAN PONDASI

PONDASI BATU KALIM!"#$%!&Bau Be$ah "" M' x Rp 125,*00.00 = Rp

-emen P!r$an 1"020 %g x Rp 1,270.00 = Rp

Pas)r Pasang 25."2 M' x Rp 7",500.00 = Rp

#um$ah = Rp

T#'!(!

Tukang Bau 0." Oh x Rp 78,800.00 = RpPekerja 1.5 Oh x Rp 52,500.00 = Rp

%epa$a Tukang 0.0" Oh x Rp *1,*00.00 = Rp

Man!r 0.075 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

PEKERJAAN SLOOF

MEMASANG SLOOFM!"#$%!&%a&u -em/arang 0."'*"*75 M4 x Rp ',107,500.00 = Rp

Paku B)asa 2 6 5 (.7'85 %g x Rp 1(,520.00 = Rp

M)n&ak Bek)s)ng 1.(2155 L x Rp ",2*0.00 = Rp

Bes) P!$!s (7'.85 %g x Rp 1(,(10.00 = Rp

%aa Be!n 7.10775 %g x Rp 1",8'0.00 = Rp

-emen P!r$an 7"5.2"775 %g x Rp 1,270.00 = RpPas)r Be!n 1.2'201 M4 x Rp 87,800.00 = Rp

%!ra$ Be!n 1.8(8015 M4 x Rp 1*0,200.00 = Rp

#um$ah = Rp

T#'!(! Tukang Bau 0.'5 Oh x Rp 78,800.00 = Rp

Tukang %a&u 1.5" Oh x Rp 78,800.00 = Rp

Tukang Bes) 1.( Ohx

Rp 78,800.00=

Rp

Pekerja (.85 Oh x Rp 52,500.00 = Rp

%epa$a Tukang 0.''1 Oh x Rp *1,*00.00 = Rp

Man!r 0.17 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp


5/41

T#'!(! Tukang Bau 0.'5 Oh x Rp 78,800.00 = Rp

Tukang %a&u 1.5" Oh x Rp 78,800.00 = Rp

Tukang Bes) 1.( Oh x Rp 78,800.00 = Rp

Pekerja (.85 Oh x Rp 52,500.00 = Rp

%epa$a Tukang 0.''1 Oh x Rp *1,*00.00 = Rp

Man!r 0.17 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

PEKERJAAN DINDING LT. 1

A. DINDING PASANGAN BATA DENGAN LUAS 1)1.4 m2M!"#$%!&Baa Merah 25'*" Bh x Rp 720.00 = Rp

-emen P!r$an 8707.2 %g x Rp 1,270.00 = Rp

Pas)r Pasang 1".'2" M' x Rp 7",500.00 = Rp

#um$ah = Rp

T#'!(! Tukang Bau 0.2 Oh x Rp 78,800.00 = Rp

Pekerja 0."50 Oh x Rp 52,500.00 = Rp

%epa$a Tukang 0.020 Oh x Rp *1,*00.00 = Rp

Man!r 0.0'0 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

B. PLESTERAN DENGAN LUAS 42* M2M!"#$%!&-emen P!r$an '"55.08 %g x Rp 1270 = Rp

Pas)r Pasang 7.2*' M' x Rp 7"500 = Rp

#um$ah = Rp

T#'!(!Pekerja 0.2 Oh x Rp 52,500.00 = Rp

Man!r 0.01 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp


6/41

T!a$ = Rp

B. PINTU ALUMINIUM HITAM - KACAM!"#$%!&P)nu $um)n)um 1 Bh x Rp *00,000.00 = Rp

#um$ah = Rp

T#'!(!Pekerja 1 Oh x Rp 52,500.00 = Rp

#um$ah = Rp T!a$ = Rp

C. PINTU PC KAMAR MANDIM!"#$%!&P)nu P:3 " Bh x Rp 210,000.00 = Rp

#um$ah = Rp

T#'!(!Pekerja 1 Oh x Rp 52,500.00 = Rp

#um$ah = Rp

T!a$ = Rp

D. TOTAL BIAYA KUSEN+ PINTU+ , JENDELA LT. 1 #um$ah p!)n = Rp

#um$ah p!)n B = Rp

#um$ah p!)n 3 = Rp #um$ah = Rp

PEKERJAAN PELAT ATAPBETON 1 PC / 2 PS / 0 KR DENGAN OLUME 12.)15 m0M!"#$%!&-emen P!r$an 2*7'.08 %g x Rp 1,270.00 = Rp

Pas)r Be!n ".""'8 M' x Rp 87,800.00 = Rp

%!ra$ Be!n 5;7 *.**57 M' x Rp 170,*00.00 = Rp

%a&u %e$as


7/41

PEKERJAAN SANITASIA. MEMASANG KLOSET DUDUK

M!"#$%!&%$!se uuk 5 Bh x Rp 1,*'1,"00.00 = Rp

Per$engkapan " Harga %$!se = Rp

#um$ah = Rp

T#'!(!Pekerja '.' Oh x Rp 52,500.00 = Rp

Man!r 0.1" Oh x Rp "5,"00.00 = Rp

#um$ah = Rp T!a$ = Rp

B. MEMASANG PIPA PC 04M!"#$%!&P)pa P:3 20 M x Rp 7,((0.00 = Rp

Per$engkapan '5 Harga P)pa = Rp

#um$ah = Rp

T#'!(! Tukang P)pa 0.0" Oh x Rp 78,800.00 = Rp

Pekerja 0.0'" Oh x Rp 52,500.00 = Rp

Man!r 0.0018 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

C. MEMASANG PIPA PC 2 12

M!"#$%!&P)pa P:3 15 M x Rp 2","20.00 = Rp

Per$engkapan '5 Harga P)pa = Rp

#um$ah = Rp

T#'!(! Tukang P)pa 0.0" Oh x Rp 78,800.00 = Rp

Pekerja 0.0'" Oh x Rp 52,500.00 = Rp

Man!r 0.0018 Oh x Rp "5,"00.00 = Rp #um$ah = Rp

T!a$ = Rp

D. MEMASANG 3ASTAFELM!"#$%!&


8/41

+ra)nase )r 1 -e x Rp 15,000.00 = Rp

#um$ah = Rp

T#'!(!Pekerja 0.0' Oh x Rp 52,500.00 = Rp

Man!r 0.0015 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

F. TOTAL BIAYA PEKERJAAN SANITASI #um$ah P!)n = Rp

#um$ah P!)n B = Rp

#um$ah P!)n 3 = Rp #um$ah P!)n + = Rp

#um$ah P!)n @ = Rp

T!a$ = Rp

PEKERJAAN KERAMIK A. MEMASANG KERAMIK DENGAN LUAS 116.* M2

M!"#$%!&%eram)k (0 9m 7'0."25 Bh x Rp *,"80.00 = Rp

-emen P!r$an 1''0.'22 %g x Rp 1,270.00 = Rp

Pas)r Pasang (.*0*8 M' x Rp 7",500.00 = Rp

-emen >arna 175.'5 %g x Rp 2,500.00 = Rp

#um$ah = Rp

T#'!(! Tukang %eram)k 0.'5 Oh x Rp 78,800.00 = Rp

Pekerja 0."2 Oh x Rp 52,500.00 = RpMan!r 0.0' Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

B. MEMASANG KERAMIK 3C DENGAN LUAS 11.25 M2M!"#$%!&%eram)k 20 9m 281.25 Bh x Rp 2,(*0.00 = Rp

-emen P!r$an 128.025 %g x Rp 1,270.00 = RpPas)r Pasang 0.(725 M' x Rp 7",500.00 = Rp

-emen >arna 1".875 %g x Rp 2,500.00 = Rp

#um$ah = Rp

T#'!(!


9/41

M!"#$%!&Lampu AL 1( > . 20 -e x Rp '',280.00 = Rp

-!p %!nak Tanam * Bh x Rp 10,2*0.00 = Rp

-ak$ar Tungga$ 7 Bh x Rp 1(,520.00 = Rp

-ak$ar ana 2 Bh x Rp 15,7'0.00 = Rp

Cekr)ng /!x 1 Dn) x Rp (",200.00 = Rp

M3B 1 Dn) x Rp **,220.00 = Rp

%a/e$ EFM 2, ( mm 20 M x Rp 15,*70.00 = Rp

#um$ah = Rp

T#'!(!

Tukang L)sr)k 0.0" Oh x Rp 78,800.00 = RpPekerja 0.0'" Oh x Rp 52,500.00 = Rp

Man!r 0.0018 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

PEKERJAAN PLAFOND

M!"#$%!&("."("" L/r x Rp 5*,*50.00 = Rp

Paku -ekrup 1(.0*"5 %g x Rp 21,180.00 = Rp

#um$ah = Rp

T#'!(! Tukang %a&u 0.05 Oh x Rp 78,800.00 = Rp

Pekerja 0.1 Oh x Rp 52,500.00 = RpMan!r 0.005 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

PEKERJAAN CAT

PENGECATAN TEMBOK DENGAN LUAS M2M!"#$%!&P$am)r 8( %g x Rp 15,7'0.00 = Rp

3a +asar 8( %g x Rp 15,7'0.00 = Rp

3a Tem/!k 182 %g x Rp 1*,'"0.00 = Rp

#um$ah = Rp

MEMASANG GYPSUM BOARD DENGAN LUAS 12).15 M2

Gypsum Board " mm


10/41

#um$ah = Rp

T#'!(! Tukang Bau 0.25 Oh x Rp 78,800.00 = Rp

Pekerja 1."5 Oh x Rp 52,500.00 = Rp

%epa$a Tukang 0.025 Oh x Rp *1,*00.00 = Rp

Man!r 0.08 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp

T!a$ = Rp

PEKERJAAN FINISHING

PEMBERSIHAN+ PEMBONGKARAN GUDANG+ DLL.Pekerja 0.1 Oh x Rp 52,500.00 = Rp

Man!r 0.05 Oh x Rp "5,"00.00 = Rp

#um$ah = Rp


11/41

271,150,000.00

1,(2',5'7.50

88*,'72.00

2,'12,*0*.50

*8,511."0

(*1,010.00

"81,(50.00

1,1"2,*80.00

2,('',*51."0

1,8*1,200.00

"'0,000.00

'*,'"0.00

2,5"0,5"0.00

(,**(,511."0

((8.80

((8.80

15,7"0.00

21,000.00

1,'12.00

'8,072.00

'8,520.80

271,150,000.00


12/41

8,'0*,(00.00

20,'(5,(00.00

1,*5*,*'0.00

'0,"1(,7'0.00

2,8'",800.00

(,725,000.00

''0,8(0.00

2*5,200.00

8,187,8(0.00

'8,802,570.00

1,*87,85*.*8

"8,80'.02

8,*(1.55

",828,178.50

11*,"2'.('

*71,8*0.0(108,170.(8

'51,(*2.(5

10,(((,*5*.("

"5,'('.*2

2*1,2(7.1"

2"1,'75.""

"0',270.28

72,0"*.*8

2",(21.88

1,'1*,728.88

11,7"(,"88.''


13/41

52,12".202'2,'''.*2

208,50(.80

(81,2(1.25

57,(*1.72

21,077.28

1,052,775.17

",81*,*5".5"

18,285,120.00

11,058,1((.00

1,2(8,*'*.00

'0,5*2,20'.00

2,858,8"(.00

",1*0,275.00

''',(1'.20

'5",**5.20

*,7'*,5(7.(0

(0,''1,750.(0

(,"(1,*51."0

557,*1(.50

5,1**,8"".10

(,50(,500.00

281,(2(.00

(,785,*2(.00

*,*85,7*0.10


14/41

1,882,020.00

*00,000.00

*00,000.00

52,500.00

52,500.00*52,500.00

1,2"0,000.00

1,2"0,000.00

52,500.00

52,500.00

1,'12,500.00

1,882,020.00

*52,500.00

1,'12,500.00(,1(7,020.00

',775,811."0

585,081."(

1,708,2"5.1'

10,252,000.00

758,"(8.00

128,*70.1"

2*,08(,"0'."'


15/41

*,"58,000.00

57*,(80.00

10,2'7,(80.00

8"",250.00

52,(80.00

*18,7'0.00

11,15",210.00

1(8,800.00

52,080.00

200,880.00

*(,5"0.00

'7,800.00

2,'"1."0

(0,1"1."0

2(1,0(1."0

'**,'00.00

1'*,755.00

5'*,055.00

70,*20.00

28,'50.00

1,771.20'0,121.20

5"*,17".20


16/41

15,000.00

(81,700.00

1,575.00*8.(0

1,"7'.(0

(8','7'.(0

11,15",210.00

2(1,0(1."0

5"*,17".201,''(,*1(.00

(8','7'.(0

1',78(,715.20

7,072,(50.001,"8*,508.*(

'75,5**.70

('8,'75.00

*,575,*''."(

',22(,102.00

',805,0*5.002'0,05*.20

(,0'5,15(.20

1',"11,087.8(

700,'12.50

1"2,5*1.75'",1(".25

(2,187.50

*(1,2'8.00


17/41

""5,"00.00

*2,"10.00

101,"(0.00

'1,("0.00(",200.00

**,220.00

'1*,(00.00

1,'5",1'0.00

(,728.001,8*0.00

118.08

2,008.08

1,'58,1'8.08

2,7*",("'."7

2*8,5"'.87

',0*5,027.5(

50(,*11.00

"72,787.50(2,0''.20

1,21*,7'1.70

(,'1(,75*.2(

1,'21,'20.00

1,'21,'20.00

',52',520.00

",1"",1"0.00


18/41

22,2"1,725.20

5"',(20.00

2,(77,(75.00"5,708.50

150,0*2.80

',25","*".'0

25,518,(21.50

1,'78,125.00

8"1,000.00

2,2'*,125.00


19/41

N. J#'% P#7#$8!!' B%!9! B:"M)nggu 1

1 2 ' ( 5 " 7 1 2

1 Pekerjaan Pers)apan Rp 278,(57,(21.10 51.*'10 17.'1 17.'1 17.'1

2 Pekerjaan a$)an P!nas) Rp 2,'"2,(00.00 0.((0" 0.0((1 0.0((1 0.0((1 0.0((1 0.0((1 0.0((1

' Pekerjaan P!nas) Rp '8,802,570.00 7.2'"5( Pekerjaan -$!!? Rp 11,7"(,"88.'' 2.1*(1

5 Pekerjaan %!$!m L. 1 Rp ",81*,*5".5" 1.271*

" Pekerjaan +)n)ng L. 1 Rp 50,'17,5(0.50 *.'8(0

7 Pekerjaan %usen, P)nu, G #ene$a L. 1 Rp (,1(7,020.00 0.77'(

8 Pekerjaan Pe$a L. 2 Rp "7,0'1,8(*.80 12.5011

1( Pekerjaan -an)as) Rp 1',78(,715.20 2.5708

15 Pekerjaan %eram)k Rp 1(,*(0,"5'.'( 2.78"(

17 Pekerjaan


20/41

0


21/41

M)nggu 2 M)nggu ' M)nggu (

' ( 5 " 7 1 2 ' ( 5 " 7 1 2 ' ( 5 " 7 1 2 '

0.0((1 0.0((1 0.0((1 0.0((1

0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18

0.0((1 0.0((1 0.0((1 0.0((1 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18 0.'"18

52.2'* 52.28' 52.'28 52.'72 52.7'' 5'.0*5 5'.(57 5'.81* 5(.181 5(.5(' 5(.*0( 55.2"" 55."28 55.** 5".'52 5".71' 57.075 57.('7 57.7** 58.1"1 58.52' 58.88(


22/41


23/41

)nggu 5 M)nggu " M)nggu 7 M)nggu

( 5 " 7 1 2 ' ( 5 " 7 1 2 ' ( 5 " 7 1 2 ' (

0.'"18 0.'"18 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7

0.0*08 0.0*08 0.0*08 0.0*08 0.0*08 0.0*08

0.'"18 0.'"18 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.15"7 0.0*08 0.0*08 0.0*08 0.0*08 0.0*08 0.0*08

5*.2(" 5*."08 5*.7"5 5*.*22 "0.078 "0.2'5 "0.'*2 "0.5(8 "0.705 "0.8"2 "1.01* "1.175 "1.''2 "1.(8* "1."(5 "1.802 "1.8*' "1.*8( "2.075 "2.1"" "2.25" "2.'(7

R! 20


24/41


25/41

M)nggu * M)nggu 10 M)nggu 11

5 " 7 1 2 ' ( 5 " 7 1 2 ' ( 5 " 7 1 2 ' ( 5

0.0*08 0.0*08 0.0*08 0.0*08 0.0*08 0.0*08 0.0*08 0.0*08

0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2

0.0*08 0.0*08 0.0*08 0.0*08 0.0*08 0.0*08 0.0*08 0.0*08 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2

"2.('8 "2.52* "2."2 "2.711 "2.801 "2.8*2 "2.*8' "'.07( "'.5(' "(.012 "(.(82 "(.*51 "5.(2 "5.88* "".'58 "".828 "7.2*7 "7.7"" "8.2'5 "8.70( "*.17( "*."('


26/41


27/41

M)nggu 12 M)nggu 1' M)nggu 1(

" 7 1 2 ' ( 5 " 7 1 2 ' ( 5 " 7 1 2 ' ( 5 "

0.("*2 0.("*2 0.("*2 0.("*2 0.("*2 0.("*2

0.1*'' 0.1*'' 0.1*'' 0.1*''

0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251

0.("*2 0.("*2 0.""25 0.""25 0.""25 0.""25 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251 0."251

70.112 70.581 71.2(( 71.*0" 72.5"* 7'.2'1 7'.85" 7(.(82 75.107 75.7'2 7".'57 7".*82 77."07 78.2'2 78.857 7*.(82 80.107 80.7'2 81.'57 81.*82 82."07 8'.2'2


28/41


29/41

M)nggu 15 M)nggu 1" M)nggu 17

7 1 2 ' ( 5 " 7 1 2 ' ( 5 " 7 1 2 ' ( 5 " 7

0."251 0."251 0."251 0."251

0."251 0."251 0."251 0."251 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

8'.857 8(.(82 85.107 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7''


30/41


31/41

M)nggu 18 M)nggu 1* M)nggu 20

1 2 ' ( 5 " 7 1 2 ' ( 5 " 7 1 2 ' ( 5 " 7 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7''


32/41


33/41

M)nggu 21 M)nggu 22 M)nggu 2'

2 ' ( 5 " 7 1 2 ' ( 5 " 7 1 2 ' ( 5 " 7 1 2

0.'"7' 0.'"7' 0.'"7' 0.'"7' 0.'"7' 0.'"7' 0.'"7'

0.278"

0.0'"2 0.0'"2 0.0'"2 0.0'"2 0.0'"2

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.'"7' 0.'"7' 0.'"7' 0.(0'( 0.(0'( 0.(0'( 0.(0'( 0.'1(8

85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 85.7'' 8".1 8".("7 8".8'( 87.2'8 87."(1 88.0(5 88.((8 88.7"'


34/41


35/41

M)nggu 2( M)nggu 25 M)nggu 2"

' ( 5 " 7 1 2 ' ( 5 " 7 1 2 ' ( 5 " 7 1 2 '

0.278" 0.278" 0.278" 0.278" 0.278" 0.278" 0.278" 0.278" 0.278"

0.0'"2 0.0'"2

0.115 0.115 0.115 0.115 0.115 0.115 0.115

0.2"7" 0.2"7" 0.2"7" 0.2"7" 0.2"7" 0.2"7" 0.2"7" 0.2"7" 0.2"7" 0.2"7"1.58"( 1.58"( 1.58"(

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