PERHITUNGAN VOLUME.xlsx

8/18/2019 PERHITUNGAN VOLUME.xlsx

1/101

DAFTAR KEBUTUHAN BAHAN

NO BAHAN VOLUME

1 Pasir Urug 9.74 m32 Pasir Pasang 108.75 m3

3 Pasir Beton 21.69 m3

4 Split Pecah esin 2!3 36.04 m3

5 Batu Belah 79.59 m3

6 Bata erah 58"443.00 #h

7 P$ %50 &g' 752.02 (a)

8 Semen *arna 4.48 )g

9 Plamir +em#o) 228.91 )g

10 $at +em#o) ,inile- 368.02 )g

11 ol $at 14.31 #h

12 &/as 3 1.41 #h

13 )er 4.24 &14 Spirtus 28.30 +

15 Sirla- -. nia 28.30 ! &g

16 mpelas 729.50 ! &g

17 empul 4.24 ! &g

18 em Putih %:' 2.06 ! &g

19 Papan +erentang 6.41 m3

20 &a;u Borneo Super 16.25 m3

21 eng &a;u 2!3 &amper Banil ;psum 5!5 225.00 ?

25 &erami) 20!20 17.42 m226 &erami) 30!30 260.68 m2

27 &erami) 20!25 66.66 m2

28 &erami) 10!20 3.33 m2

29 Besi #eton rata@rata 6"425.29 )g

30 &a/at Beton 61.19 )g

31 Pa)u 5@7 416.82 )g

32 Pa)u 8 @ 12 18.01 )g

33 Pipa P,$ 1!2 5.00 B+

34 Pipa P,$ 3 10.00 B+

35 Sam#ungan 1!2 25.00 #h

36 Sam#ungan 3 120.00 #h

37 em Paralon 9.85 #h38 enteng 2"514.52 #h

39 enteng Bu#ungan genteng e- =ati/angi 136.00 #h

40 Pompa San;o 200 *att 1.00 unit

41 &ran air 16.00 #h

42 &ran eher ngsa 1.00 #h

43 $loset


2/101

NO BAHAN VOLUME

46 Septic)tan) 1.00 unit

47 loorrain 4.00 unit

48 Shoap Aoler 2.00 unit

49 Besi +empa u +angga an +eras 8.50 m?

50 Pemasangan Aanle Pintu Utama 1.00 unit51 Pemasangan &unci Pintu 1.00 unit

52 Pemasangan &unci Pintu umah Utama 9.31 unit

53 Aanel Pintu &!*$ umah %Utama' 2.00 unit

54 &unci Pintu &!*$ 2.00 unit

55 Aanel Pintu &!*$ Pem#antu 2.00 unit

56 ngsel Pintu Utama 6.00 #h

57 ngsel Pintu uangan 783.34 #h

58 ngsel =enela 16.25 #h

59 Aa) ngin =enela 16.25 #h

60 Selot ngin =enela 16.25 #h

61 aun pintu


3/101

H. SATUAN JUMLAH

185"000.00 1"801"992.50245"000.00 26"643"505.00

275"000.00 5"964"964.84

250"000.00 9"010"265.63

220"000.00 17"509"910.00

550.00 32"143"650.00

70"000.00 52"641"724.17

10"000.00 44"804.50

7"000.00 1"602"384.00

8"500.00 3"128"148.75

25"000.00 357"675.00

8"000.00 11"319.86

20"000.00 84"898.984"500.00 127"348.47

75"000.00 2"122"474.50

2"000.00 1"458"999.66

45"000.00 191"022.71

9"000.00 18"568.44

3"000"000.00 19"230"507.91

4"000"000.00 64"984"799.12

8"000"000.00 4"400"414.57

50"000.00 5"881"650.00

12"000"000.00 25"995"816.00

7"500.00 1"687"500.00

36"000.00 627"210.0038"000.00 9"905"878.00

38"000.00 2"533"080.00

31"500.00 104"989.50

8"500.00 54"614"940.60

15"000.00 917"898.16

15"000.00 6"252"289.01

15"000.00 270"124.20

18"500.00 92"500.00

145"000.00 1"450"000.00

1"500.00 37"500.00

8"500.00 1"020"000.00

7"500.00 73"875.002"500.00 6"286"306.53

7500 1"020"000.00

3"250"000.00 3"250"000.00

95"000.00 1"520"000.00

215"000.00 215"000.00

85"000.00 170"000.00

1"350"000.00 2"700"000.00

265"000.00 530"000.00


4/101

H. SATUAN JUMLAH

1"500"000.00 1"500"000.00

75"000.00 300"000.00

55"000.00 110"000.00

500"000.00 4"250"000.00

750"000.00 750"000.00375"000.00 375"000.00

350"000.00 3"257"838.15

375"000.00 750"000.00

175"000.00 350"000.00

75"000.00 150"000.00

75"000.00 450"000.00

22"500.00 17"625"107.41

15"000.00 243"693.00

55"000.00 893"540.99

45"000.00 731"078.99

500"000.00 3"000"000.00

850"000.00 850"000.00450"000.00 3"600"000.00

450"000.00 2"700"000.00

500"000.00 2"000"000.00

250"000.00 4"750"000.00

85"000.00 2"920"600.00

3"000.00 389"400.00

60"000.00 2"160"000.00

60"000.00 900"000.00

35"000.00 525"000.00

35"000.00 1"260"000.00

450"000.00 900"000.00

350"000.00 10"710"000.0025"000.00 950"000.00

439,987,194.14


5/101

DAFTAR UPAH PEKERJAKOTA BANDUNG

NO URAIAN PEKERJA

HARGAUPAH

Rp

1 C 125"000.00

2 P&= 60"000.00

3 P&= +P 70"000.00

4 P&= S+CA +P 65"000.00

5 +U&C 80"000.00

6 &P +U&C &DU 90"000.00

7 +U&C &DU +P 85"000.00

8 +U&C &DU S+CA +P 80"000.009 &P +U&C B+U 90"000.00

10 +U&C B+U +P 85"000.00

11 +U&C B+U S+CA +P 80"000.00

12 +U&C BS P S+CA +P 80"000.00

13 +U&C BS P +P 85"000.00

14 &P +U&C BS P 90"000.00

15 +U&C BS B+C S+CA +P 80"000.00

16 +U&C BS B+C +P 85"000.00

17 &P +U&C BS B+C 90"000.00

18 +U&C $+ S+CA +P 80"000.00

19 +U&C $+ +P 85"000.00

20 &P +U&C $+ 90"000.0021 P+ + BS 150"000.00

22 PBC+U P+!&C& 95"000.00

23 SUP +U$& 100"000.00

24 &C& +U$& 65"000.00

25 PC= 100"000.00


6/101

SATUAN KET

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=

!A!8=!A!8=

!A!8=

!A!8=

!A!8=

!A!8=


7/101

DAFTAR HARGA SATUAN M

NO NAMA MATERIAL

A AGREGAT KASAR, BAHAN PEREKAT

DAN BAHAN LAINNYA

1 Pasir Urug

2 Pasir Pasang &ali

3 Pasir Beton &ls

4 #u Batu

5 Batu goso) apung

6 Sirtu

7 +anah merah

8 &eri)il % #atu )oral #eton )ali '

9 Batu Pecah esin 1!2




13 Batu Belah Ponasi

14 Batu Palimanan 20!20

15 Bata erah -. =ati/angi &ls

16 spal

17 Aotmi-


8/101

NO NAMA MATERIAL

43 em :


9/101

NO NAMA MATERIAL

BAHAN KAYU BERIKUT BAHAN JADINYA

44 &a;u +erentang

45 &a;u #a)ar

46 &a;u Balo) Borneo Super47 &a;u Papan Borneo Super

48 &a;u Balo) &amper ean %&ruing'

49 &a;u Papan &amper ean %&ruing'

50 &a;u Balo) &amper Banil &amper 2:159 ist &a;u Pro>il &amper 4:1

60 ist &a;u Pro>il &amper 5:1

61 ist &a;u Pro>i l &amper 10:1"5

62 &a;u eng 3!4 &amper Banon s#es Semen 5 mm

64 Bahan Pla>on Aar>le- 5 mm 120 - 240 mm

65 Bahan Pla>on ;psum 120 - 240 mm t 9 mm C

66 ist Pro>il ;psum 3!3

67 ist Pro>il ;psum 5!5

E BAHAN KAYU LAPIS

68 +riple)s 3 mm 120 - 240 mm

69 +riple)s 4 mm 120 - 240 mm

70 ult iple)s 6 mm 120 - 240 mm

71 ult iple)s 9 mm 120 - 240 mm

72 +ea)/ooo 3 mm 120 - 240 mm

73 +ea)/ooo 4 mm 120 - 240 mm

74 ormi)a

F BAHAN LANTAI DAN PELAPIS DINDING

75 &erami) 20!20 %&' &* *arna!$ora)76 &erami) 20!25 %&' &* *arna!$ora)

77 &erami) 30!30 &* *arna!$ora)

78 &erami) 30!30 &* Putih polos

79 &erami) 40!40 &* *arna!$ora)

80 &erami) 10!20 &*1 *arna!$ora)

81 Bahan *aterpro>ing coating *elecrete

82 &arpet &elas Seang C

83 Stairnousing >i#er

84 Stairnousing &erami) 10!20

G BAHAN SALURAN AIR KOTOR!BERSIH

85 ra>el U 20 cm86 ra>el U 30 cm


10/101

NO NAMA MATERIAL


11/101

NO NAMA MATERIAL

H BAHAN LOGAM DAN BAHAN JADINYA

87 Besi Beton U@24 ata@rata

88 Besi Beton U@39 ata@rata89 Bail C S

91 Besi ip $hanel

92 &a/at Beton

93 &a/at as istri)

94 &usen lumunium *arna 1.3 mm

95 aun Pintu lumunium *arna 1.3 mm

96 aun =enela lumunium *arna 1.3 mm

97 Aanle lumunium

98 &ait ngin =enela

99 &aret ssecories &usen ! Pintu lumunium

100 Pipa Stainless Steel 2

I BAHAN KAA

101 &aca Polos 5 mm

102 &aca Polos 3 mm

103 las#lo) C 20-20 % )ea/ung '

104 &aca s

J BAHAN PAKU DAN MUR BAUT

105 Pa)u 4 s! 7 cm

106 Pa)u 8 s! 12 cm

107 ng)ur ur Baut 60 cm

J BAHAN PEMIPAAN

108 Pipa Paralon ia. 1!2

109 Pipa Paralon ia. 1 1!2

110 Pipa Paralon ia. 3

111 Pipa Paralon ia. 4

112 acam@macam Sam#ungan 1!2

113 acam@macam Sam#ungan 1 1!2

114 acam@macam Sam#ungan 3

115 acam@macam Sam#ungan 4

116 em Paralon

117 Pipa P,$ 4 Berlo#ang =enis *118 Pipa BSP ia. 2 %12 m?'

119 Pipa P ia. 1!2

120 Pipa P ia. 3!4

121 Pipa P ia. 1 1!2

122 Pipa P ia. 2


12/101

NO NAMA MATERIAL

G BAHAN SANITAIR DAN ASSEORIES

123 ate ,alFe 1!2

124 loor rain Stainless Steel

125 &ran +em#o) 1!2126 +empat Sa#un Porselen

127 *asta>el eng)ap ++ Stanar Putih

128 $loset uu) eng)ap ++ Stanar Putih

129 Ba) mani >i#erglass

130 $loset =ong)o) eng)ap ++ Stanar Putih

131 Urinoar eng)ap ++ Stanar Putih

132 Pen;e)at Porslin Urinoar ++

133 &itchen Ein) Stainless Stanar

G BAHAN PENUTUP ATAP

134 lumunium oil

135 tap enteng Beton *arna 14.5! m2136 tap enteng C *arna

137 enteng Bu#ungan morano

138 Seng elom#ang B=S 30 ia 60 cm

139 Seng elom#ang B=S 30 ia 90 cm

140 Seng atar B=S

H ALAT

141 Bulo(er

142 -ca>ator

143 ,i#ro oller

144 ump tru)

145 *ater tan) +ru)


13/101

TERIAL

AUS $$&C CC A $BC

HARGA

KETERANGANSATUAN

Rp

185"000.00 ! m3

245"000.00 ! m3

275"000.00 ! m3

150"000.00 ! m3

12"000.00 !)g

150"000.00 ! m3

100"000.00 ! m3

250"000.00 ! m3

250"000.00 ! m3

250"000.00 ! m3

250"000.00 ! m3

250"000.00 ! m3

220"000.00 ! m3

55"000.00 ! m2

550.00 ! #h

4"150.00 ! &g

510"000.00 ! ton

750"000.00 !m3

20"000.00 ! #h

70"000.00 ! (a) 10"000.00 ! &g

7"000.00 ! &g

13"000.00 ! &g

12"000.00 ! &g

50"000.00 ! &g

50"000.00 ! &g

25"000.00 ! #h

11"000.00 ! 5 lt

8"000.00 ! #h

20"000.00 ! &g 11"000.00 ! &g

4"500.00 ! lt

75"000.00 ! &g

3"000.00 ! lt

15"000.00 ! lt

20"000.00 ! lt

2"000.00 ! l#r

45"000.00 ! &g

45"000.00 ! &g

13"500.00 ! &g

15"000.00 ! &g

8"500.00 ! &g


14/101

HARGA

KETERANGANSATUAN

Rp

9"000.00 ! &g


15/101

HARGA

KETERANGANSATUAN

Rp

3"000"000.00 ! m3

175"000.00 ! m3

4"000"000.00 ! m3 4"000"000.00 ! m3

8"000"000.00 ! m3

8"000"000.00 ! m3

8"000"000.00 ! m3

8"000"000.00 ! m3

8"500"000.00 ! m3

8"500"000.00 ! m3

12"000"000.00 ! m3

12"000"000.00 ! m3

14"000.00 ! #tg

2"000.00 ! m?

2"900.00 ! m? 4"300.00 ! m?

11"000.00 ! m?

13"500.00 ! m?

3"400.00 ! m?

12"000.00 ! m2

42"000.00 ! l#r

50"000.00 ! l#r

12"500.00 ! m?

17"500.00 ! m?

50"000.00 ! l#r

65"000.00 ! l#r

100"000.00 ! l#r

175"000.00 ! l#r

100"000.00 ! l#r

125"000.00 ! l#r

150"000.00 ! l#r

36"000.00 ! m2 38"000.00 ! m2

38"000.00 ! m2

45"000.00 ! m2

62"500.00 ! m2

31"500.00 ! m2

42"000.00 ! m2

205"000.00 ! m2

10"500.00 ! m

6"900.00 ! #h

17"500.00 ! m? 19"000.00 ! m?


16/101

HARGA

KETERANGANSATUAN

Rp


17/101

HARGA

KETERANGANSATUAN

Rp

8"500.00 ! &g

8"500.00 ! &g 9"500.00 ! &g

8"500.00 ! &g

8"500.00 ! &g

15"000.00 ! &g

20"000.00 ! &g

100"000.00 ! m?

85"000.00 ! m?

85"000.00 ! m?

55"000.00 ! #h

65"000.00 ! ps

3"000.00 ! m?

275"000.00 ! 6 m?

85"000.00 ! m2

60"000.00 ! m2

14"500.00 !#h

71"500.00 ! m2

15"000.00 ! &g

15"000.00 ! &g

25"000.00 ! #h

18"500.00 ! #tg

60"000.00 ! #tg

145"000.00 ! #tg

185"000.00 ! #tg

1"500.00 ! #h

4"200.00 ! #h

8"500.00 ! #h

12"500.00 ! #h

7"500.00 ! t#

16"800.00 ! )g 116"500.00 ! #t

22"500.00 ! m?

31"000.00 ! m?

47"000.00 ! m?

52"000.00 ! m?


18/101

HARGA

KETERANGANSATUAN

Rp

25"000.00 ! #h

55"000.00 ! #h

38"500.00 ! #h 20"000.00 ! #h

620"000.00 ! unit

1"600"000.00 ! unit

175"000.00 ! unit

143"000.00 ! unit

1"250"000.00 ! unit

517"000.00 ! unit

550"000.00 ! unit

10"000.00 ! m2

40"000.00 ! m2 1"950.00 !#h

3"900.00 ! #h

18"500.00 ! m?

28"000.00 ! m?

28"600.00 ! m?

150"000.00 !


19/101

RENCANA ANGGARAN BIAYA (RAB) & RENCANA ANGGARAN

RUMAH KOS BONJOT - KARANGANYAR (R

VOLUMENO URAIAN PEKERJAAN

1 2 3

A LANTAI 1

I PEKERJAAN PERSIAPAN

I.1 Pek. Persiapan 1.00 Ls

I.2 Pek. Bouwplank M'

I.3 Pek. Gudang dan barak pekerja M2

I.4 Pek. Pembersian laan m2

II PEKERJAAN TANAH

II.1 Pekerjaan galian !ana pondasi Ba!u kali " Pondasi !elapak M3

II.2 Pekerjaan urugan !ana kembali M3

III PEKERJAAN PONDASI

III.1 Pek. #rugan pasir bawa pondasi 10 $m M3

III.2 Pek. Pondasi Ba!u Bela 1%& M3

Pek. Be!on Pondasi !elapak 0.m ( 0.m M3

III.3 Pek. Be!on Pondasi !elapak 1m ( 1m M3

Pek. Be!on Pondasi !elapak 1.2m ( 1.2m M3

IV PEKERJAAN DINDING

I).1 Pek. Ba!a Mera M2

I).2 Pek. Ples!eran * +$ian M2

I).3 Pas. ,eramik -inding 20(30 M2

Pas. ,eramik -inding 20(20 M2

V PEKERJAAN BETON

).1 Pek. ,olom 4040 2/.44 M3

Pek. ,olom Prak!is 1&1& 23.11 M3

Pek. ,olom 2020 4.4 M3

Pek. ,olom 3030 14.40 M3

).2 Pek. Be!on loo 1220 . M3

Pek. Be!on loo 1&20 1.3 M3

Pek. Be!on loo 2020 .1 M3

).4 Pek. Balok be!on 2030 M3

Pek. Balok be!on 2&4& M3Pek. Balok ++, 1&20 M3

Pek. Balok La!ei 1220 M3

Pek. Balok La!ei 1&1& M3

Pek. Balok La!ei 1&20 M3

Pek. 5ingbalk 2030 M3

Pek. 5ingbalk 1&20 M3

Pek. 5ingbalk 1&2& M3

).& Pek. Pla! be!on lan!ai !bl 10$m M3

VI PEKERJAAN LANTAI

)I.1 Pek. #rugan Pasir bawa Lan!ai ,erja & $m M3

)I.2 Pek. Lan!ai ,erja Bawa ,eramik 67&8m M2Pas. ,eramik Lan!ai #k. 0(0 Pu!i M2

Pas. ,eramik Lan!ai #k. 40(40 Pu!i M2

)I.3 Pas. ,eramik Lan!ai #k. 30(30 Pu!i M2

Pas. ,eramik Lan!ai #k. 20(20 Pu!i M2

)I.4 Pas. Plin! warna Pu!i M'


20/101


1 2 3

VII PEKERJAAN LANGIT - LANGIT

I).1 Pas. Plaond * 5angka ollow M2

VIII PEKERJAAN PINTU & JENDELA

)III.1 Pek. ,usen +lumunium M'

)III.2 Pas. -aun Pin!u +lumnium #ni!

)III.3 Pek. -aun 9endela +lumunium #ni!

)III.4 Pas. Pin!u Gal:alume #ni!

)III.& Pas. ;andle ,un$i Pin!u B

)III. Pas. ,un$i lo! 9endela B

)III. Pas. ,a$a Bening &mm M2

)III. Pas. M'

I=.2 Pek. aluran +ir ,o!or P)8 3> M'

I=.3 Pek. aluran +ir ,o!or P)8 4> M'I=.4 Pek. aluran +ir ,o!or P)8 > M'

I=.& Pek. 8lose! 9ongkok B

I=. Pas. ,ran -inding B

I=. Pas. ?loor -rain !ainless B

X PEKERJAAN ELEKTRIKAL

=.1 Pek. Bo( Panel Induk #ni!

=.2 Pek. Ins!alasi Penerangan 6!k

=.3 Pek. Ins!alasi aklar 6!k

=.4 Pek. Ins!alasi !op ,on!ak 6!k

=.& Pas. aklar lampu e(. Panasoni$ B

=. Pas. !op ,on!ak e(. Panasoni$ B

=. Pas. -own Lig! * lampu B

=. Pas. Grounding Ls

XI PEKERJAAN FINISHING

=I.1 Pek. Penge$a!an -inding


21/101


1 2 3

+ BI+@+ B+G#+

B L#+ B+G#+ A 2 L+6+I 34. M2

8 ;+5G+ P


22/101

PELAKSANAAN (RAP)

V2)

RAB

HARGA SATUAN JUMLAH HARGA

( Rp. ) ( Rp. )4 &

&00C000.00 &00C000.00

43C00.00 D

2C&C&4&.00 D

14C&&.00 D

Sub Total 1 5!"

C32.&0 D

1C3/.&0 D

Sub Total # -

2C&.00 D

10C100.&0 D

3C&0C1&.&0 D

3C&0C1&.&0 D

3C&0C1&.&0 D

Sub Total $ -

234C22.&0 D

&3C000.& D

141C03.00 D

13/C403.00 D

Sub Total % -

&C1C42./3 1&2C4&4C243.1

10C20C41.2/ 23C333C4&.0

12C333C&4.30 &/C/4C.1

C0&/C43.02 101C1C3/.&2

C10C40.10 C/1C4.4

C0C00.4 14C3C203./&

C/4C20. 0C031C1.21

C014C&//.3/ D

C0C2//.1 DC0C00.4 D

C10C40.10 D

10C20C41.2/ D

C0C00.4 D

C014C&//.3/ D

C2C23&. D

C/12C4&2.34 D

C2C23&. D

Sub Total 5 $'!'5!$1"1(

2C&.00 D

12C0.00 D322C11.& D

11C/3.2& D

1/1C&.&0 D

12C///.20 D

&C00.1& D

Sub Total ' -


23/101

RAB


( Rp. ) ( Rp. )

4 &

120C000.00 D

Sub Total ) *REF+

114C/&.00 D

/4C20.00 D

/4C20.00 D

400C000.00 D

2/2C/43.& D

4/C3.&0 D

11/C1.13 D

&&C103.13 D

44C0.& D

Sub Total -

D

D

D

D

D

D

D

Sub Total ( -

23C100.00 D

3C100.00 D

44C100.00 D&C000.00 D

3&0C000.00 D

3&C000.00 D

&C000.00 D

Sub Total ( -

1C000C000.00 D

22&C000.00 D

22&C000.00 D

22&C000.00 D

2&C000.00 D

2&C000.00 D

&C000.00 D

1C000C000.00 D

Sub Total 1 -

3&C/00.00 D

3/C00.00 D

&0C000.00 D

Sub Total 11 -

1C&00C000.00 D

&00C000.00 D&C000C000.00 D

2C&00C000.00 D

C4C400.00 D

13&C000.00 D

Sub Total 1# -

#REF


24/101

RAB


( Rp. ) ( Rp. )

4 &

#REF

#REF


25/101

DIMENSI DAN BERAT BATANG TULANGAN BAJA

STANDAR INDUSTRI INDONESIA " SII #13$%8# &

N' T()*+*+ B*-* D*/002 L(* B02*

P')' D0'2/ +'/+*) +'/+*) +'/+*)

"//& "5/6& "!/&

1 P6 6 6 0.283 0.222

2 P8 8 8 0.503 0.395

3 P9 9 9 0.636 0.499

4 P10 10 10 0.786 0.617

5 P12 12 12 1.131 0.888

6 P13 13 13 1.328 1.040

7 P14 14 14 1.540 1.210

8 P16 16 16 2.011 1.580

9 P18 18 18 2.546 2.000

10 P19 19 19 2.836 2.230

11 P20 20 20 3.143 2.470

12 P22 22 22 3.803 2.98013 P25 25 25 4.911 3.850

14 P28 28 28 6.160 4.830

15 29 29 6.608 5.190

16 P32 32 32 8.046 6.310

17 36 36 10.183 7.990

18 40 40 12.571 9.870

19 50 50 19.643 15.400

Co )oe Cama U)uran % m ' Pan


26/101

0.888

8 B B 15!20 0.15 0.2 33.33 12 6.0

0.888

8 B B 20!30 0.2 0.3 16.67 16 8.0

1.580

8 B B 25!45 0.25 0.45 8.89 16 10.0

1.5808 B B 12!20 0.12 0.2 41.67 12 4.0

0.888

8 B B 15!15 0.15 0.15 44.44 12 4.0

0.888

8 B B 15!20 0.15 0.2 33.33 12 6.0

0.888

8 B B 20!30 0.2 0.3 16.67 16 8.0

1.580

8 B B 15!25 0.15 0.25 26.67 12 6.0

0.888

8 B B 15!20 0.15 0.2 33.33 12 6.0

0.8889 P P+ 1 0.1 10.00 10 10.0

C+ 0.617

10 Po P+ 1.2 0.3 2.78 16 8.0

PCS 1.580

11 P P+ 1 0.15 6.67 16 6.7

+C 1.580

S+D 2

1 B B 15!15 0.15 0.15 44.44 12 4.0

0.888

2 B B 20!30 0.2 0.3 16.67 16 8.0

1.5803 B B 12!20 0.12 0.2 41.67 12 4.0

0.888

4 & &1 0.25 0.4 10.00 19 8.0

2.230

5 & &2 0.2 0.35 14.29 16 8.0

1.580

6 & &3 0.15 0.15 44.44 12 4.0

0.888


27/101

+ulangan =ara) rata2 pan


28/101

0.617 0.395

10 8 0.15 155.56 239.04 18.33

0.617 0.395

12 8 0.15 111.11 254.56 13.33

0.888 0.395

12 8 0.15 82.96 173.21 10.22

0.888 0.39510 6 0.15 177.78 187.47 21.67

0.617 0.222

10 8 0.15 177.78 228.09 26.67

0.617 0.395

10 8 0.15 155.56 239.04 18.33

0.617 0.395

12 8 0.15 111.11 254.56 13.33

0.888 0.395

10 8 0.15 142.22 198.26 17.33

0.617 0.395

10 8 0.15 155.56 239.04 18.33

0.617 0.39510 10 0.1 220.00 197.44 12.00

0.617 0.617

10 16 0.15 55.56 122.89 5.00

0.617 1.58

16 10 0.15 102.22 133.29 8.67

1.580 0.617

12 8 0.15 177.78 228.09 26.67

0.888 0.395

8 8 0.15 111.11 254.56 13.33

0.395 0.39512 6 0.15 177.78 187.47 21.67

0.888 0.222

8 10 0.15 86.67 231.87 10.50

0.395 0.617

8 10 0.15 104.76 245.21 12.86

0.395 0.617

8 8 0.2 133.33 210.53 26.67

0.395 0.395


29/101

6.25 10

Stoot/er) Aarga

m2 #esi !)g #e)esting!m2 Stoot /er)!m2 #eton!m3

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00


30/101

8.33 16"590.00 148"300.00 181"000.00 1"048"000.00

5.83 16"590.00 148"300.00 181"000.00 1"048"000.00

4.22 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

10.00 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

6.67 16"590.00 148"300.00 181"000.00 1"048"000.00

26.67 16"590.00 148"300.00 181"000.00 1"048"000.00

10.00 16"590.00 148"300.00 181"000.00 1"048"000.00

25.00 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00


31/101

2 nd floor 1.09

3 th floor 1.12

4 th floor 1.14

5 th floor 1.16

6 th floor 1.20

+otal Folume &oe>isien lantai

harga !3 pan


32/101

9"240"914.00 45 1.35 12"475"233.90

8"304"243.33 45 2.7 22"421"457.00

6"201"811.56 45 5.0625 31"396"671.00

7"371"238.67 45 1.08 7"960"937.76

8"786"661.33 45 1.0125 8"896"494.60

7"732"580.67 45 1.35 10"438"983.90

7"248"410.00 45 2.7 19"570"707.00

6"907"629.87 45 1.6875 11"656"625.40

7"732"580.67 45 1.35 10"438"983.90

7"913"129.60 55 5.5 43"522"212.80

3"828"226.67 120 43.2 165"379"392.00

5"751"269.73 30 4.5 25"880"713.80

13"613"328.00 325 7.3125

9"058"410.00 175 10.5

11"896"238.67 175 4.2

6"829"011.93 55 5.5

7"399"823.62 65 4.55

8"872"498.00 45 1.0125

888"119"882.47


33/101

1.140 1.160 1.200


34/101


35/101

NO. U R A I A N KOEF SAT

B $

M0/02*+ L*p*+*+ :*+ P02***+

T0+**

Per)er


36/101

H*2* T'*)

1 /? P0/(**+ G(:*+ S0/0+ :*+ A)* % *)*

B**+

ol)en &a;u G 8 @ 10!400 cm 1.700 #tg

&a;u Balo) Borneo 0.210 m3

Pa)u 0.300 &gSemen Portlan 10.500 &g

Pasir Beton 0.030 m3

&oral Beton 0.050 m3

Seng elom#ang B=S 32 1.500 l#r

T0+**

+u)ang &a;u 2.000 h

Per)er


37/101

H*2* T'*)

1 /3 P**+*+ B*( *) 1 P5 P

B**+

Batu Belah 15 ! 20 1.100 m3

Semen Portlan 136.000 &g

Pasir Pasang 0.544 m3T0+**

Per)er


38/101


39/101

anor 0.165 h

T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 / M0/(* B0'+ B02()*+ " 3## K C 0+ &B**+

&a;u +erentang 0.400 m3

Pa)u Biasa 2 @ 5 4.000 &g

in;a) Be)isting 2.000 t

Besi Beton Polos 300.000 &g

&a/at Beton 4.500 &g



&oral Beton 0.780 m3&a;u Balo) Borneo 0.150 m3

Pl;/oo 9 mm 3.500 l#r

20.000 #tg

T0+**

Per)er


40/101

B**+



&oral Beton 0.810 m3

T0+**

Per)er


41/101


Pa)u Biasa 2 @ 5 0.300 &g


T0+**

Per)er


42/101

B**+


Pa)u Biasa 2 @ 5 0.400 &g


Balo) &a;u Borneo 0.015 m3

Pl;/oo 9 mm 0.350 l#rol)en &a;u alam G 8 @ 10 ! 4m 2.000 #tg

T0+**

Per)er


43/101

anor 0.0300 h

T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /? P**+ L*+* K02*/ 3# @ 3# 5/B**+

&erami) u)uran 30 - 30 cm 12.000 #h


Pasir Pasang 0.039 m3

Semen *arna 2.000 &g

T0+**

Per)er


44/101

T0+**

Per)er


45/101

Besi Beton 439.400 &g

Be)isting 20.0000 m2

T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 K')'/ 1@1

$or Beton 1.000 m3



T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 S)'' 16@6#

$or Beton 1.000 m3



T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 S)'' 1@6#

$or Beton 1.000 m3Besi Beton 239.044 &g


T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 S)'' 6#@6#

$or Beton 1.000 m3

Besi Beton 230.267 &gBe)isting 20.0000 m2

T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 B*)' 1@6#

$or Beton 1.000 m3


Be)isting 18.3333 m2T'*)

K0(+(+*+ "1#;&


46/101

H*2* T'*)

1 /3 '2 B*)' 6#@3#

$or Beton 1.000 m3


Be)isting 13.3333 m2T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 B*)' 6@4

$or Beton 1.000 m3



T'*)K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 B*)' L*0 16@6#

$or Beton 1.000 m3



T'*)

K0(+(+*+ "1#;&H*2* T'*)

1 /3 '2 B*)' L*0 1@1

$or Beton 1.000 m3



T'*)

K0(+(+*+ "1#;&

H*2* T'*)1 /3 '2 B*)' L*0 1@6#

$or Beton 1.000 m3



T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 R+*) 1@6#

$or Beton 1.000 m3


47/101



T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 R+*) 1@6

$or Beton 1.000 m3



T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 '2 R+*) 6#@3#

$or Beton 1.000 m3



T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 /3 P)* L*+* 1#5/

$or Beton 1.000 m3Besi Beton 197.440 &g


T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 / K(0+ A)(/(+(/

&usen lumunium *arna 1.3 mm 1.0000 m?

&aret ssecories &usen lumunium 1.0000 m?

ng)os Pasang 0.1250 lslat Bantu 0.0200 lot

T'*)

K0(+(+*+ "1#;&

H*2* T'*)

1 / D*(+ P+( A)(/(+(/

aun Pintu lumunium *arna 1.3 mm 1.0000 m?

ng)os Pasang 0.0500 ls

lat Bantu 0.0200 lot

T'*)K0(+(+*+ "1#;&

H*2* T'*)


48/101

1 / K(0+ A)(/(+(/

&usen lumunium *arna 1.3 mm 1.0000 m?

&aret ssecories &usen lumunium 0.0500 m?

ng)os Pasang 0.0200 ls

T'*)

K0(+(+*+ "1#;&H*2* T'*)

1 /6 P**+ K*5* //

B**+

&aca Polos 1.100 m2

T0+**

Per)er


49/101


50/101

HARGA SAT /*2*) HARGA SAT (p* JUMLAH /*2*)

% $ : '

70"000.00125"000.00

4"000"000.00 48"000.0015"000.00 300.00

4"000"000.00 28"000.00

7$,3##.##

85"000.00

70"000.00

90"000.00

125"000.00

14"000.00 17"500.00

4"000"000.00 744"000.00

15"000.00 4"500.00

1"400.00 25"200.00

275"000.00 8"250.00250"000.00 12"500.00

28"000.00 42"000.00

65"000.00 87"750.00

941,7##.##

85"000.00

70"000.00

90"000.00

125"000.00


51/101

14"000.00 23"800.00

4"000"000.00 840"000.00

15"000.00 4"500.001"400.00 14"700.00

275"000.00 8"250.00

250"000.00 12"500.00

28"000.00 42"000.00

94,7#.##

85"000.00

70"000.00

90"000.00

125"000.00

70"000.00

125"000.00

70"000.00

125"000.00

185"000.00 222"000.00

666,###.##

70"000.00

125"000.00


52/101

220"000.00 242"000.00

1"400.00 190"400.00

245"000.00 133"280.00$,$8#.##

70"000.00

85"000.00

90"000.00

125"000.00

550.00 77"000.00

1"400.00 46"130.00

245"000.00 22"295.00

14,46.##

70"000.00

85"000.00

90"000.00125"000.00

1"400.00 11"200.00

245"000.00 6"370.0017,7#.##

70"000.00

85"000.00

90"000.00

125"000.00


53/101

1"440.00 36"000.00

1"400.00 13"020.00

245"000.00 4"410.00

10"000.00 15"000.00

$8,43#.##

70"000.0085"000.00

90"000.00

125"000.00

2"235.29 38"000.00

1"400.00 13"020.00

245"000.00 4"410.00

10"000.00 15"000.00

7#,43#.##

70"000.00

85"000.00

90"000.00

125"000.00

3"000"000.00 600"000.00

15"000.00 22"500.00

2"700.00 1"080.008"500.00 1"275"000.00

15"000.00 33"750.00

1"400.00 452"200.00

275"000.00 143"000.00

250"000.00 195"000.00

6,766,3#.##

70"000.00

85"000.00

85"000.0085"000.00

90"000.00


54/101

125"000.00

3"000"000.00 1"200"000.00

15"000.00 60"000.00

2"700.00 5"400.00

8"500.00 2"550"000.00

15"000.00 67"500.00

1"400.00 452"200.00

275"000.00 143"000.00

250"000.00 195"000.004"000"000.00 600"000.00

175"000.00 612"500.00

14"000.00 280"000.00

$,1$,$##.##

70"000.00

85"000.00

85"000.00

85"000.00

90"000.00125"000.00

1"400.00 14"000.00

275"000.00 7"150.00250"000.00 11"000.00

36,1#.##

70"000.00

85"000.00

90"000.00

125"000.00


55/101

1"400.00 470"400.00

275"000.00 148"500.00

250"000.00 202"500.00

861,4##.##

70"000.0085"000.00

90"000.00

125"000.00

8"500.00 8"925.00

15"000.00 225.00

9,1#.##

70"000.00

85"000.00

90"000.00

125"000.00

3"000"000.00 120"000.00

15"000.00 6"000.00

2"700.00 540.00

175"000.00 61"250.00

14"000.00 28"000.0061,79#.##

70"000.00

85"000.00

90"000.00

125"000.00


56/101

3"000"000.00 120"000.00

15"000.00 4"500.00

2"700.00 270.00

164,77#.##

70"000.00

85"000.0090"000.00

125"000.00

3"000"000.00 60"000.0015"000.00 4"500.00

2"700.00 270.00

$4,77#.##

70"000.00

85"000.00

90"000.00

125"000.00

3"000"000.00 45"000.00

15"000.00 6"000.00

2"700.00 270.00

4"000"000.00 30"000.00

175"000.00 61"250.0014"000.00 14"000.00

1$,6#.##

35"000.00

42"500.00

45"000.00

62"500.00


57/101

3"000"000.00 45"000.00

15"000.00 6"000.00

2"700.00 270.00

4"000"000.00 30"000.00

175"000.00 61"250.0014"000.00 14"000.00

1$,6#.##

35"000.00

42"500.00

45"000.00

62"500.00

3"000"000.00 120"000.00

15"000.00 6"000.00

2"700.00 540.00

4"000"000.00 60"000.00

175"000.00 61"250.00

14"000.00 84"000.00331,79#.##

35"000.00

42"500.00

45"000.00

62"500.00

1"440.00 36"000.00

1"400.00 15"932.00

245"000.00 10"290.00

10"000.00 15"000.00

77,666.##

70"000.0085"000.00

90"000.00


58/101

125"000.00

3"750.00 45"000.00

1"400.00 19"810.00

245"000.00 9"555.00

10"000.00 20"000.00

94,3$.##

70"000.00

85"000.0090"000.00

125"000.00

76"666.67 230"000.001"400.00 11"466.00

245"000.00 11"025.00

10"000.00 10"000.00

6$6,491.##

70"000.00

85"000.00

90"000.00

125"000.00

10"000.00 62"500.00

1"400.00 12"320.00245"000.00 5"267.50

10"000.00 13"000.00


59/101

93,#87.#

70"000.00

85"000.00

90"000.00

125"000.00

6"300.00 31"500.00

1"400.00 2"310.00

245"000.00 784.0010"000.00 1"000.00

3,94.##

70"000.00

85"000.00

90"000.00

125"000.00

1"119"300.00 1"119"300.00

14"645.00 1"759"352.67

182"905.00 1"829"050.00

1"119"300.00 1"119"300.00

14"645.00 2"860"005.78

182"905.00 2"438"733.33

1"119"300.00 1"119"300.00


60/101

14"645.00 6"435"013.00

182"905.00 3"658"100.00

1"119"300.00 1"119"300.00

14"645.00 3"340"361.78

182"905.00 4"877"466.67

1"119"300.00 1"119"300.00

14"645.00 2"745"449.33

182"905.00 3"962"941.67

1"119"300.00 1"119"300.0014"645.00 3"500"805.89

182"905.00 3"353"258.33

1"119"300.00 1"119"300.00

14"645.00 3"372"255.33182"905.00 3"658"100.00

1"119"300.00 1"119"300.00

14"645.00 3"500"805.89

182"905.00 3"353"258.33


61/101

1"119"300.00 1"119"300.00

14"645.00 3"727"966.11

182"905.00 2"438"733.33

1"119"300.00 1"119"300.00

14"645.00 2"536"730.96

182"905.00 1"869"695.56

1"119"300.00 1"119"300.00

14"645.00 2"745"449.33

182"905.00 3"962"941.67

1"119"300.00 1"119"300.00

14"645.00 3"340"361.78

182"905.00 4"877"466.67

1"119"300.00 1"119"300.00

14"645.00 3"500"805.89

182"905.00 3"353"258.33

1"119"300.00 1"119"300.00


62/101

14"645.00 2"891"508.80

182"905.00 2"194"860.00

1"119"300.00 1"119"300.00

14"645.00 2"903"485.16

182"905.00 3"170"353.33

1"119"300.00 1"119"300.00

14"645.00 3"727"966.11

182"905.00 2"438"733.33

1"119"300.00 1"119"300.0014"645.00 2"891"508.80

182"905.00 2"194"860.00

100"000.00 100"000.00

3"000.00 3"000.00

10"000.00 1"250.0010"000.00 200.00

85"000.00 85"000.00

10"000.00 500.00

10"000.00 200.00


63/101

85"000.00 85"000.00

10"000.00 500.00

10"000.00 200.00

85"000.00 93"500.00

93,##.##

70"000.00

85"000.00

90"000.00

125"000.00

35"000.00 35"000.00

3,###.##

70"000.0085"000.00

80"000.00

125"000.00

30"000.00 30"000.00

3#,###.##

70"000.00

85"000.00

80"000.00

125"000.00


64/101

216"000.00 216"000.00

61$,###.##

70"000.00

85"000.00

80"000.00125"000.00

25"000.00 25"000.00

6,###.##70"000.00

85"000.00

80"000.00

125"000.00


65/101

JUMLAH (p* TOTAL *2*

A %$ : ' % H A '

7"000.006"250.00

13,6#.##

13,6#.##

1,36.##

14,7.##

8"500.00

7"000.00

900.00

625.00

17,#6.##

93,36.##9,336.#

1#6,$7.#

170"000.00

70"000.00

18"000.00

6"250.00

6$4,6#.##1,6#,9#.##

16#,9.##


66/101

1,36$,4.##

170"000.00

70"000.00

18"000.00

6"250.006$4,6#.##

1,61#,###.##

161,###.##

1,331,###.##

51"450.00

9"125.00

$#,7.##$#,7.##

$,#7.#

$$,$36.#

13"440.00

2"375.00

1,81.##

1,81.##1,81.#

17,39$.#

21"000.00

1"250.00

66,6#.##644,6#.##

64,46.##


67/101

6$8,$7.##

105"000.00

51"000.00

5"400.00

9"375.00

17#,77.##

73$,4.##

73,$4.#

81#,1##.#

45"500.00

17"000.00

1"800.003"750.00

$8,##.##

613,47.##

61,347.#

634,866.#

15"750.00

12"962.50

900.00

1"000.00

3#,$16.#

48,186.#

4,818.6

3,###.7


68/101

42"000.008"500.00

4"050.00

3"750.00

8,3##.##

16$,73#.##

16,$73.##

139,4#3.##

42"000.00

8"500.00

4"050.00

3"750.008,3##.##

168,73#.##

16,873.##

141,$#3.##

273"000.00

29"750.00

88"400.0089"250.00

22"050.00


69/101

20"625.00

63,#7.##

3,64,$#.##

364,$#.#

3,7#,1$.#

511"000.00

29"750.00

280"500.00

178"500.00

51"300.0031"250.00

1,#86,3##.##

7,647,9##.##

764,79#.##

7,976,$9#.##

80"500.00

1"700.00

180.00

750.00

83,13#.##

11,68#.##

11,68.##16$,8#8.##


70/101

140"000.0029"750.00

3"150.00

125"000.00

697,9##.##

1,119,3##.##

111,93#.##

1,631,63#.##

2"520.00

1"360.00

990.00

625.00

,49.##

14,$4.##1,4$4.#

1$,1#9.#

21"000.00

28"050.00

2"970.00

750.00

6,77#.##

6$8,$#.##

6$,8$.##

69,41$.##


71/101

21"000.00

22"100.002"340.00

625.00

4$,#$.##

17#,83.##

17,#83.#

187,918.#

21"000.00

22"100.00

2"340.00

625.00

4$,#$.##

11#,83.##11,#83.#

161,918.#

10"500.00

14"025.00

1"485.00

375.00

6$,38.##

186,9#.##

18,69#.#6#1,19.#


72/101

11"200.00

14"025.00

1"485.00

375.00

67,#8.##

183,$#.##

18,3$#.#6#1,9$.#

11"200.00

14"025.00

1"485.00

375.00

67,#8.##

38,87.##

3,887.#

394,7$6.#

43"400.0029"750.00

3"150.00


73/101

3"750.00

8#,##.##

17,676.##

1,767.6#

176,999.6#

43"400.00

29"750.003"150.00

3"750.00

8#,##.##

174,41.##

17,441.#

191,8$.#

17"500.00

10"200.00

1"080.00

1"562.503#,346.#

696,833.#

69,683.3

366,11$.8


74/101

47"040.00

19"040.00

1"980.00

4"250.0076,31#.##

1$,397.#

1$,39.7

181,937.6

6"300.00

7"650.00

810.00

562.50

1,366.#

#,91$.#

,#91.$$,##8.1

4,7#7,7#6.$7

47#,77#.67

,178,476.93

$,418,#39.11

$41,8#3.91

7,#9,843.#6


75/101

11,616,413.##

1,161,641.3#

16,333,$4.3#

9,337,168.44

933,716.84

1#,67#,841.69

7,867,$91.##

786,7$9.1#

8,$1#,4$#.1#

7,973,3$4.66

797,33$.46

8,77#,7##.$4

8,149,$.33

814,9$.3

8,9$4,$6#.87

7,973,3$4.66

797,33$.46


76/101

8,77#,7##.$4

7,68,999.44

768,99.94

8,#14,99.39

,6,76$.66,76.$

$,#78,699.17

7,867,$91.##

786,7$9.1#8,$1#,4$#.1#

9,337,168.44

933,716.84

1#,67#,841.69

7,973,3$4.66

797,33$.46

8,77#,7##.$4


77/101

$,6#,$$8.8#

$6#,$$.88

$,86$,63.$8

7,193,138.49

719,313.8

7,916,46.34

7,68,999.44

768,99.94

8,#14,99.39

$,6#,$$8.8#

$6#,$$.88

$,86$,63.$8

1#4,4#.##

1#,44.##

114,89.##

8,7##.##8,7#.##

94,67#.##


78/101

8,7##.##

8,7#.##94,67#.##

1"050.00

12"750.00

1"350.00

93.751,643.7

1#8,743.7

1#,874.38

119,$18.13

1"050.0012"750.00

1"200.00

93.75

1,#93.7

#,#93.7

,##9.38

,1#3.13

700.00

8"500.00

800.00

62.50

1#,#$6.#

4#,#$6.#

4,##$.644,#$8.7


79/101

3"500.00

42"500.00

4"000.00312.50

#,316.#

6$$,316.#

6$,$31.6

696,943.7

1"400.00

17"000.00

1"600.00

125.00

6#,16.##

4,16.##

4,16.#

49,$37.#


80/101

DIMENSI DAN BERAT BATANG TULANGAN BAJA

STANDAR INDUSTRI INDONESIA " SII #13$%8# &

N' T()*+*+ B*-* D*/002 L(* B02*

P')' D0'2/ +'/+*) +'/+*) +'/+*)

"//& "5/6& "!/&

1 P6 6 6 0.283 0.222

2 P8 8 8 0.503 0.395

3 P9 9 9 0.636 0.499

4 P10 10 10 0.786 0.617

5 P12 12 12 1.131 0.888

6 P13 13 13 1.328 1.040

7 P14 14 14 1.540 1.210

8 P16 16 16 2.011 1.580

9 P18 18 18 2.546 2.000

10 P19 19 19 2.836 2.230

11 P20 20 20 3.143 2.470

12 P22 22 22 3.803 2.98013 P25 25 25 4.911 3.850

14 P28 28 28 6.160 4.830

15 29 29 6.608 5.190

16 P32 32 32 8.046 6.310

17 36 36 10.183 7.990

18 40 40 12.571 9.870

19 50 50 19.643 15.400

Co )oe Cama U)uran % m ' Pan


81/101

1.580

8 & &3 0.2 0.2 25.00 16 8.0

1.580

8 & &4 0.15 0.15 44.44 12 4.0

0.888

9 P P+ 1 0.12 8.33 12 8.0

C+ 0.88810 Po P+ 1 0.3 3.33 16 6.7

PCS 1.580

11 P P+ 1 0.15 6.67 16 6.7

+C 1.580

S+D 2

1 B B 15!15 0.15 0.15 44.44 12 4.0

0.888

2 B B 20!30 0.2 0.3 16.67 16 8.0

1.580

3 B B 12!20 0.12 0.2 41.67 12 4.0

0.8884 & &1 0.25 0.4 10.00 19 8.0

2.230

5 & &2 0.2 0.35 14.29 16 8.0

1.580

6 & &3 0.15 0.15 44.44 12 4.0

0.888


82/101

+ulangan =ara) rata2 pan


83/101

1.580 0.617

16 10 0.1 200.00 439.40 20.00

1.580 0.617

16 8 0.15 177.78 228.09 26.67

1.580 0.395

12 8 0.15 124.44 108.36 10.33

0.888 0.39510 16 0.15 57.78 126.40 5.33

0.617 1.58

16 10 0.15 102.22 133.29 8.67

1.580 0.617

12 2.0 8 0.15 177.78 307.02 26.67

0.888 0.395

8 8 0.15 111.11 254.56 13.33

0.395 0.395

12 6 0.15 177.78 187.47 21.67

0.888 0.2228 10 0.15 86.67 231.87 10.50

0.395 0.617

8 10 0.15 104.76 245.21 12.86

0.395 0.617

8 8 0.2 133.33 210.53 26.67

0.395 0.395


84/101

Stoot/er) Aarga

m2 #esi !)g #e)esting!m2 Stoot /er)!m2 #eton!m3

8.33 16"590.00 148"300.00 181"000.00 1"048"000.00

4.22 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

5.83 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00


85/101

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

8.33 16"590.00 148"300.00 181"000.00 1"048"000.00

@ 16"590.00 148"300.00 181"000.00 1"048"000.00

6.67 16"590.00 148"300.00 181"000.00 1"048"000.00

26.67 16"590.00 148"300.00 181"000.00 1"048"000.00

10.00 16"590.00 148"300.00 181"000.00 1"048"000.00

25.00 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00

2.08 16"590.00 148"300.00 181"000.00 1"048"000.00


86/101

2 nd floor 1.09

3 th floor 1.12

4 th floor 1.14

5 th floor 1.16

6 th floor 1.20

+otal Folume &oe>isien lantai

harga !3 pan


87/101

11"680"729.33 45 1.8 21"025"312.80

9"163"744.67 45 1.0125 9"278"291.48

5"886"385.33 55 6.6 38"850"143.20

3"935"909.33 120 36 141"692"736.00

5"751"269.73 30 4.5 25"880"713.80

14"922"832.00 325 7.3125

9"058"410.00 175 10.5

11"896"238.67 175 4.2

6"829"011.93 55 5.5

7"399"823.62 65 4.55

8"872"498.00 45 1.0125

706"683"504.90


88/101

1.140 1.160 1.200


89/101


90/101

1 m3 kolom 40 x 40

A 0.16

t 6.25

V 1

luas kayu 1sisi 5

5.125

10.125m2

luas plywood 2.9768

lembar 3.401303

0

!"#$#%A& "!'(

& 40!40 6.25 79 1.6 84.24107

& 30!30 11.11111 140.4444 1.2 111.1697

& 20!20 25 316 0.8 247.7872

& 15!15

S 12!20

S 15!20

S 20!20

B 15!20

B 20!30

B 25!45


91/101

B 12!20

B 15!15

B 15!20

B 20!30

B 15!25

B 15!20

A)alisa Volume "eto) p l t *ml +

40,40 0.4 0.4 8 23 29.44

30,30 0.3 0.3 10 16 14.4

20,20 0.2 0.2 5.5 10 2.2

5.5 12 2.64

15,15 0.15 0.15 4.4 100 9.9

5.5 14 1.7325

5.5 30 3.7125

2.5 138 7.7625

5 50 5.625

'12,20 0.12 0.2 78 1.872

207.55 4.9812

42.5 1.02

'15,20 0.15 0.2 209.2 6.276

351.9 10.557

'20,20 0.2 0.2 71.6 2.864

123.7 4.948

32.5182

-A( 60/60 239.36

297.4569

-A( 40/40 168.7487

170.7958

-A( 30/30 392.725

-A( 20/20


92/101

1 m2 asa) "ekisti) u)tuk olom

"aa)

ayu $ere)ta) 0.04 m3 3000000

aku "iasa 2 5 0.4 15000

i)yak "ekisti) 0.2 t 2700

"alok ayu "or)eo 0.015 m3 4000000

lywood 9 mm 3.5 lbr 175000

olke) ayu alam 8 10 , 4m 2 bt 14000

$e)aa

erker*a 0.3 70000

$uka) ayu 0.33 85000

epala $uka) 0.033 90000

a)dor 0.006 125000

$otal

eu)tu)a) :10;<

%ara $otal

163.2410666667

251.6141333333

563.7872


93/101

'$ =&!-AA$A > -??

A'@(

mi)imarket

pasar sayur da) bua

(' #(&!-

mi)imarket

pasar sayur da) bua

$(!$

A'@(

'$ =&!-AA$A > -??

A'@(

-??

(' #(&!-

$(!$

(&(A-!$

(' "#A%

#'A$ =(&!!-AA$A

A'@(

(&(A-!$

A'A- 'A#- A& "#A%

(' #(&!-


94/101

120000

6000

540

60000

61250

28000

275790

21000

28050

2970

750

52770

328560

32856

361416


95/101


96/101

A ?$ A$

1 A&@A& 1.2

!"A- 0.3

$(&( 0.3

V#! 0.108 3

@#A% 16 !A

V#! $$A 1.728 3

2 A&@A& 1 1

A&@A& 2 0.3

!"A- 0.05

$(&( 1

V#! 0.0325 3

@#A% 16 !A

V#! $$A 0.52 3

3 A&@A& 1

!"A- 0.25

$(&( 1

V#! 0.25 3

@#A% 16 !A

V#! $$A 4 3

4 A&@A& 1 A&$A( !-@A

!"A- 0.1

$(&( 1

V#! 0.1 3

@#A% 16 !A

V#! $$A 1.6 3

5 A&@A& 1 A'(- #-#

!"A- 0.1

$(&( 1

V#! 0.1 3

@#A% 16 !A

V#! $$A 1.6 3

" &A'( "A$# A(

A@A& 110.4

18.5

8.6

45.4

22.375

10.2

2.75

67.2


97/101

$$A 285.425

1 A&@A& 1 0.3

A&@A& 2 0.6

$(&( 0.7

V#! 0.126 3

A&@A& &A'( 285.425

V#! $$A 35.96355 3

2 A&@A& 0.6

!"A- 0.1

A&@A& &A'( 285.425

V#! $$A 17.1255 3

= '? 12 / 20

A&@A& 0.2

!"A- 0.12

$(&( 285.425

V#! $$A 6.8502

!-A( A&$A(

#A' A-!A 60 / 60 297.395

#A' A-!A 20 / 20 51.92625

! 30 / 30

1 A&@A& 0.3

!"A- 0.3

$(&( 5.4

@#A% 12

V#! $$A 5.832

2 A&@A& 0.3

!"A- 0.3

$(&( 9

@#A% 12

V#! $$A 9.72

? A##&(#

A&@A& 90

110

15

8

2.8

3.9

1.9

9.6

3.2


98/101

5.4

3

5.6

4

25.2

6

24

9.6

327.2


99/101


100/101


101/101

PERHITUNGAN VOLUME.xlsx

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