Master Rab Rumah Kecil

PERBANDINGAN CAMPURAN BETON PERBANDINGAN CAMPURAN BETON

Beton campu

Beton campuran 1 :

ran 1 : 3

3 : 5

: 5

1

1 m

m³

³

P

Pcc

=

=

1

1

x

x

0

0..7

76

60

0

=

=

0

0..7

76

60

0 m

m³

³

ssp

peessi

i

b

baassaah

h

3

3 m

m³

³

P

Pss

=

=

3

3

x

x

0

0..6

67

75

5

=

=

2

2..0

02

25

5 m

m³

³

ssp

peessi

i

b

baassaah

h

5

5 m

m³

³

K

Krr

=

=

5

5

x

x

0

0..5

52

20

0

=

=

2

2..6

60

00

0 m

m³

³

ssp

peessi

i

b

baassaah

h

5.385

5.385 m³

m³ spesi

spesi basa

basah

h

1

1 m³ Beto

m³ Beton mem

n membutu

butuhkan :

hkan :

P

Pcc

=

=

1

1//5

5..3

38

85

5

x

x

0..7

0

76

6

=

=

0

0..1

14

41

1

m

m³³

=

=

K

Kg

g

=

=

4

4..4

41

10

03

39

99

93

3 ssaak

k

~

~

5

5

ssaak

k

 

 

P

Pss

=

=

0

0..3

37

76

6

m

m³³

K

Krr

=

=

0

0..4

48

83

3

m

m³³

Beton campu

Beton campuran 1 :

ran 1 : 2

2 : 3

: 3

1

1 m

m³

³

P

Pcc

=

=

1

1

x

x

0

0..7

76

60

0

=

=

0

0..7

76

60

0 m

m³

³

ssp

peessi

i

b

baassaah

h

2

2 m

m³

³

P

Pss

=

=

2

2

x

x

0

0..6

67

75

5

=

=

1

1..3

35

50

0 m

m³

³

ssp

peessi

i

b

baassaah

h

3

3 m

m³

³

K

Krr

=

=

3

3

x

x

0

0..5

52

20

0

=

=

1

1..5

56

60

0 m

m³

³

ssp

peessi

i

b

baassaah

h

3.670

3.670 m³

m³ spesi

spesi basa

basah

h

1

1 m³ Beto

m³ Beton mem

n membutu

butuhkan :

hkan :

P

Pcc

=

=

1

1//3

3..6

67

7

x

x

0..7

0

76

6

=

=

0

0..2

20

07

7

m

m³³

=

=

K

Kg

g

=

=

6

6..4

47

71

13

38

89

96

6 ssaak

k

~

~

7

7

ssaak

k

 

 

P

Pss

=

=

0

0..3

36

68

8

m

m³³

K

Krr

=

=

0

0..4

42

25

5

m

m³³

176.4159703

176.4159703

258.8555858

258.8555858

ANALISA BETON BERTULANG ANALISA BETON BERTULANG Tabel Berat Besi

Tabel Berat Besi m mmm kkgg//mm Ø Ø 55 00..1155 88000000 1144440000 44..99 Ø Ø 66 00..2222 88000000 2211112200 Ø Ø 88 00..3399 88000000 3377444400 88..33 Ø Ø 1100 00..6622 88000000 5599552200 99..55 Ø Ø 1122 00..8899 80800000 8855444400 Ø Ø 1144 11..2211 88000000 111166116600 Ø Ø 1166 11..5588 88000000 115511668800 Sloof 15/20

Sloof 15/20 Begel 10/15 jarak 20cmBegel 10/15 jarak 20cm

p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..0033 mm33} B Beekkiissttiinngg 00..44 mm22 1133..33333333 mm22 P Peerraannccaahh mm22 00..00000000 mm22 d d((mmmm)) pp((mm)) B Beessii ØØ1100 11 44 44 22..4488 1111..1111111111111111 Ø Ø 55 00..5544 55 22..77 00..440055 22..888855 kkgg 9966..11666677 kkgg 7..575 116666..666666666677 Sloof 15/25

Sloof 15/25 Begel 10/20 jarak 20cmBegel 10/20 jarak 20cm

p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..00337755 mm33} B Beekkiissttiinngg 00..55 mm22 1133..33333333 mm22 P Peerraannccaahh mm22 00..00000000 mm22 d d((mmmm)) pp((mm)) B Beessii ØØ1122 11 55 55 44..4455 1111..1111111111111111 Ø Ø 66 00..6644 55 33..22 00..770044 55..115544 kgkg 113377..44440000 kkgg 77..111111111111111111 Ringbalk 15/20

Ringbalk 15/20 Begel 10/15 jarak 20cmBegel 10/15 jarak 20cm

p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..0033 mm33} B Beekkiissttiinngg 00..66 mm22 2200..00000000 mm22 P Peerraannccaahh 33 mm22 110000..00000000 mm22 d d((mmmm)) pp((mm)) B Beessii ØØ1100 11 44 44 22..4488 1111..1111111111111111 Ø Ø 55 00..5544 55 22..77 00..440055 22..888855 kkgg 9966..11666677 kkgg 77..55 Ringbalk, Latey 15/15

Ringbalk, Latey 15/15 Begel 10/10 jarak 20cmBegel 10/10 jarak 20cm

p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..00222255 mm33} B Beekkiissttiinngg 00..44 mm22 1177..77777788 mm22 P Peerraannccaahh 22 bbttgg 8888..88888899 bbttgg d d((mmmm)) pp((mm)) B Beessii ØØ88 11 44 44 1..51566 1144..8811448811448811 Ø Ø 55 00..4444 55 22..22 00..3333 11..8899 kkgg 8844..00000000 kkgg 88..114488114488114488 Kolom Praktis 15/15

Kolom Praktis 15/15 Begel 10/10 jarak 20cmBegel 10/10 jarak 20cm

p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  00..00222255 mm33 B Beekkiissttiinngg 00..44 mm22 1177..77777788 mm22 P Peerraannccaahh bbttgg bbttgg d d((mmmm)) pp((mm)) B Beessii ØØ88 11 44 44 1..51566 1144..8811448811448811 Ø Ø 55 00..4444 55 22..22 0..30333 11..8899 kkgg 8844..00000000 kkgg 88..114488114488114488 222222..222222222222 Balok 15/25

Balok 15/25 Begel 10/20 jarak 20cmBegel 10/20 jarak 20cm

p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..00337755 mm33} B Beekkiissttiinngg 00..4411 m2m2 1100..99333333 mm22 P Peerraannccaahh 33 bbttgg 8800..00000000 bbttgg

Hal 2/42

Hal 2/42

d d((mmmm)) pp((mm)) B Beessii ØØ1122 11 55 55 44..4455 1111..1111111111111111 Ø Ø 66 00..6644 55 33..22 00..770044 55..115544 kgkg 113377..44440000 kkgg 77..111111111111111111 Balok 15/30

Balok 15/30 Begel 10/25 jarak 15 - 20cm (17,5cm)Begel 10/25 jarak 15 - 20cm (17,5cm) p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33

Volume  Volume  _{00..004455 mm33} B Beekkiissttiinngg 00..5511 m2m2 1111..33333333 mm22 P Peerraannccaahh 33 bbttgg 6666..66666677 bbttgg d d((mmmm)) pp((mm)) B Beessii ØØ1122 11 77 77 66..2233 1122..9966229966229966 Ø Ø 66 00..7744 55..771144 44..22228844 00..99330022 77..11660022339922 kkgg 115599..11116644 kkgg 77..883300229966229966 Balok 20/60

Balok 20/60 Begel 10/25 jarak 10 - 20cm (15cm)Begel 10/25 jarak 10 - 20cm (15cm) p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33

Volume  Volume  _{00..1122 mm33} B Beekkiissttiinngg 00..5511 m2m2 1111..33333333 mm22 P Peerraannccaahh 33 bbttgg 6666..66666677 bbttgg d d((mmmm)) pp((mm)) B Beessii ØØ1122 11 77 77 66..2233 1122..9966229966229966 Ø Ø 66 00..7744 55..771144 44..22228844 00..99330022 77..11660022339922 kkgg 115599..11116644 kkgg 77..883300229966229966 Kolom 15/20

Kolom 15/20 Begel 10/15 jarak 20cmBegel 10/15 jarak 20cm

p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33

Volume  Volume  00..0033 mm33 B Beekkiissttiinngg 00..44 mm22 1133..33333333 mm22 P Peerraannccaahh 00..6677 bttgbg 2222..33333333 bbttgg d d((mmmm)) pp((mm)) B Beessii ØØ1100 11 44 44 22..4488 1111..1111111111111111 Ø Ø 55 00..5544 55 22..77 00..440055 22..888855 kkgg 9966..11666677 kkgg 77..55 Kolom 15/30

Kolom 15/30 Begel 10/25 jarak 15 - 20cm (17,5cm)Begel 10/25 jarak 15 - 20cm (17,5cm) p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33

Volume  Volume  _{00..004455 mm33} B Beekkiissttiinngg 00..5511 m2m2 1111..33333333 mm22 P Peerraannccaahh 11 bbttgg 2222..22222222 bbttgg d d((mmmm)) pp((mm)) B Beessii ØØ1122 11 88 88 77..1122 1144..8811448811448811 Ø Ø 66 00..7744 55..771144 44..22228844 00..99330022 88..00550022339922 kkgg 117788..88994422 kkgg 77..883300229966229966 Kolom 30/30

Kolom 30/30 Begel 10/25 jarak 15 - 20cm (17,5cm)Begel 10/25 jarak 15 - 20cm (17,5cm) p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33

Volume  Volume  _{00..0099 mm33} B Beekkiissttiinngg 00..77 m2m2 77..77777788 mm22 P Peerraannccaahh 11 bbttgg 1111..11111111 bbttgg d d((mmmm)) pp((mm)) B Beessii ØØ1166 11 44 44 66..3322 33..770033770033770044 Ø Ø1122 11 44 44 33..5566 33..770033770033770044 Ø Ø 1100 11..0099 55..771144 66..22228833 33..88661155 1133..77441155221122 kkgg 115522..66883366 kkgg 55..776666990077440077 Kolom 25/25

Kolom 25/25 Begel 10/25 jarak 15 - 20cm (17,5cm)Begel 10/25 jarak 15 - 20cm (17,5cm) p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33

Volume  Volume  _{00..00662255 mm33} B Beekkiissttiinngg 00..66 m2m2 99..66000000 mm22 P Peerraannccaahh 11 bbttgg 1166..00000000 bbttgg d d((mmmm)) pp((mm)) B Beessii ØØ1166 44 00 00 00 Ø Ø1122 11 88 88 77..1122 1100..6666666666666677 Ø Ø 88 00..99 55..771144 55..11442266 33..11888844 1100..330088441122 kkgg 116644..99334466 kkgg 66..88556688

Hal 3/42

Hal 3/42

Plat lantai t = 12cm

Plat lantai t = 12cm Jarak 25 x 25 cm (2 lapis)Jarak 25 x 25 cm (2 lapis)

p

peer r mm22 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..1122 mm33} B Beekkiissttiinngg 11 mm22 88..33333333 mm22 P Peerraannccaahh 11 m2m2 88..33333333 mm22 d d((mmmm)) pp((mm)) B Beessii 00 Ø Ø 1100 11 1166 1166 99..9922 99..9922 kkgg 8822..66666677 kkgg 1111..1111111111111111 Atap t = 8cm

Atap t = 8cm Jarak 20 x 20 cm (1 lapis)Jarak 20 x 20 cm (1 lapis)

p peer r mm22 ssaatt ppeer r mm33 ssaatt Volume  Volume  _{00..0088 mm33} B Beekkiissttiinngg 11 mm22 1122..55000000 mm22 P Peerraannccaahh 11 mm22 1212..55000000 mm22 d d((mmmm)) pp((mm)) Besi Besi Ø Ø88 11 1100 1100 33..99 3..939 kkgg 4488..77550000 kkgg Atap t = 10cm

Atap t = 10cm Jarak 30 x 30 cm (2 lapis)Jarak 30 x 30 cm (2 lapis)

p

peer r mm22 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..11 mm33} B Beekkiissttiinngg 11 mm22 1100..00000000 mm22 P Peerraannccaahh 11 mm22 1010..00000000 mm22 d d((mmmm)) pp((mm)) B Beessii 00 Ø Ø 88 11 1133..333344 1133..333344 55..22000033 55..2200002266 kkgg 5522..00002266 kgkg 1111..1111116666666677 Voet plat 80x80

Voet plat 80x80 Begel 10/25 jarak 15cmBegel 10/25 jarak 15cm

p

peer r uunniitt ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..1111667755 mm33} B Beekkiissttiinngg 00..4488 m2m2 44..11111133 mm22 Perancah Perancah d d((mmmm)) pp((mm)) B Beessii ØØ1122 3322..44 11 3322..44 2288..883366 2233..1122663333883333 Ø Ø 66 00..7744 66 44..4444 00..99776688 2299..88112288 kkgg 225555..33555599 kgkg 33..116699116644888822 Voet plat 60x60

Voet plat 60x60 Begel 10/15 jarak 15cmBegel 10/15 jarak 15cm

p

peer r uunniitt ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..005544 mm33} B Beekkiissttiinngg 00..4488 m2m2 44..11111133 mm22 Perancah Perancah d d((mmmm)) pp((mm)) B Beessii ØØ1100 88..88 11 88..88 55..445566 1133..5588002244669911 Ø Ø 55 00..5544 55 22..77 00..440055 55..886611 kkgg 110088..55337700 kkgg 4..1416666666666666677

92.59259

92.59259

Voet plat 100x100

Voet plat 100x100 Begel 30/30 jarak 15cmBegel 30/30 jarak 15cm

p

peer r uunniitt ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..228811 mm33} B Beekkiissttiinngg 00..4488 m2m2 44..11111133 mm22 Perancah Perancah d d((mmmm)) pp((mm)) B Beessii ØØ1122 3322..44 11 3322..44 2288..883366 2233..1122663333883333 Ø Ø 66 00..7744 66 44..4444 00..99776688 2299..88112288 kkgg 225555..33555599 kgkg 33..116699116644888822 balok 20/93

balok 20/93 Begel 10/25 jarak 15 - 20cm (17,5cm)Begel 10/25 jarak 15 - 20cm (17,5cm) p

peer r mm11 ssaatt ppeer r mm33 ssaatt jjmmllh h bbaattaanng g / / mm33 Volume  Volume  _{00..118866 mm33} B Beekkiissttiinngg 00..66 m2m2 33..22225588 mm22 P Peerraannccaahh 11 bttgbg 55..33776633 bbttgg

Hal 4/42

Hal 4/42

d(mm) p(m)

Besi Ø16 1 3 3 4.74 5.555555556

Ø12 1 10 10 8.9 4.480286738

Ø 8 2.15 5.714 12.285 4.7912 18.431189 kg 99.0924 kg 5.504077061

balok 20/60 Begel 10/25 jarak 15 - 20cm (17,5cm)

per m1 sat per m3 sat jmlh batang / m3

Volume  _{0.12 m3} Bekisting 0.6 m2 5.0000 m2 Perancah 1 btg 8.3333 btg d(mm) p(m) Besi Ø16 1 3 3 4.74 5.555555556 Ø12 1 6 6 5.34 4.166666667 Ø 8 1.5 5.714 8.571 3.3427 13.42269 kg 111.8558 kg 5.952083333

Kolom 25/25 Begel 10/25 jarak 15 - 20cm (17,5cm)

per m1 sat per m3 sat jmlh batang / m3

Volume  _{0.0625 m3} Bekisting 0.6 m2 9.6000 m2 Perancah 1 btg 16.0000 btg d(mm) p(m) Besi Ø16 4 0 0 0 Ø12 1 8 8 7.12 10.66666667 Ø 8 0.9 5.714 5.1426 3.1884 10.308412 kg 164.9346 kg 6.8568

Hal 5/42

Hal 6/42

SATUAN HARGA KET.

NO. URAIAN SATUAN

(RUPIAH) A U P A H :

1 TukangBatu hari 43,000

2 TukangBesi hari 43,000

3 TukangKayu hari 43,000

4 KepalaTukang hari 47,000

5 Pekerja hari 33,000

6 Mandor hari 45,000

B B A H A N / M A T E R I A L :

1 AmplasTembok lbr. 600

2 AmplasSikkens lbr. 2,500

3 Adukan ready mix K-225 m3 560,000

4 Alatbantuselang lot 80,000

5 BatuBataWelahan bh. 400

6 BatuBelah m3 100,000

7 BesiBeton kg. 7,500

8 Bubungan Genteng beton flat bh. 3,800

9 CatDasar kg. 20,000

10 CatKilat kg. 60,000

11 CatMeniNippon kg. 15,000

12 CatDuluxExt ltr. 70,000

13 Cat Tembok samping flinkote kg. 26,000

14 Cat Tembok exterior mowilex ltr. 55,000

15 Cat Tembok interior ex catylac kg. 18,000

16 Cat plafond maxilite kg. 8,800

17 CatAlkali kg. 23,750

18 FoldingGate m2 285,000

19 Genteng beton flat bh. 3,500

20 Gypsum9mm lbr 46,000

21 Kalsiboard ex. Nusaboard 4,5 mm lbr 45,000

22 KacaBening5mm m2 60,000

23 KacaWarna10mm m2 250,000

24 KawatPengikat kg. 14,000

25 KayuDolken btg 12,000

26 Kayu Bengkirai Papan m3 6,000,000

27 Kayu Bengkirai 6/12 x 4m btg 200,000

28 BesiHollow btng 18,000

29 Kayu Usuk untuk Cor m3 2,500,000

30 KoralBeton m3 170,000

31 LembarSeng m1 25,000

32 ListGypsum m1 12,000

33 MinyakCat ltr. 5,500

34 Multiplex9mm lbr 105,000

35 Paku bermacam-macam ukuran kg 15,000

36 PakuBeton bh. 500 37 PakuBiasa kg. 15,000 38 PakuGypsum kg 30,000 39 PapanCor lbr 7,000 40 PasirMuntilan m3 130,000 41 PasirUrug m3 90,000 42 PlamirKayu kg. 11,000 43 PlamirTembok kg. 8,000

DAFTAR HARGA SATUAN UPAH DAN BAHAN

KOTA SEMARANG

Hal 7/42

SATUAN HARGA KET.

NO. URAIAN SATUAN

(RUPIAH)

DAFTAR HARGA SATUAN UPAH DAN BAHAN

KOTA SEMARANG

Tahun 2011

44 Split m3 170,000

45 Semen Portland (PC) zak 42,000

46 SemenPutih zak 55,000

47 TanahUrug m3 50,000

48 Ter/Residu ltr. 9,000

49 Thinner ltr. 6,500

50 Alat Bantu / Steiger Ls 18,000

51 Kayu Usuk 5/7 x 4m Bengkirai btg 85,000 52 Kayu Reng 2/3 4 m Bengkirai btg 13,000

53 Papan2/30x4m lbr 110,000

54 Wood plank 2/20 x 4 m ex. Elephant lbr 45,000 55 Keramik 40 x 40 cm ex platinum dos 50,000 56 Keramik 33 x 33 cm platinum dos 45,000 57 Keramik 30 x 30 cm ex asia tile dos 35,000 58 Keramik 30 x 30 cm ex platinum dos 35,000 59 Keramik 20 x 20 cm ex asia tile dos 32,000 60 Keramik 25 x 33 cm platinum dos 41,500 61 Keramik 20 x 25 cm ex asia tile dos 35,000

62 List 25cm platinum bh. 16,000

I.

PEKERJAAN PERSIAPAN

1. Analisa 1 m

2

Pembersihan Lapangan

0.1000 Pekerja @Rp. 33,000.00 Rp. 3,300.00 5,550.00

0.0500 Mandor @Rp. 45,000.00 Rp. 2,250.00

Rp. 5,550.00

2. Analisa 10 M' Pasangan Bouwplank

0.0030 M3 Kayu Cor @Rp. 2,500,000.00 Rp. 7,500.00 6.0000 Btg Kayu Gelam @Rp. 12,000.00 Rp. 72,000.00 0.1000 Kg Paku Biasa @Rp. 15,000.00 Rp. 1,500.00 1.0000 Tukang @Rp. 43,000.00 Rp. 43,000.00 82,950.00 0.1000 Kepala Tukang @Rp. 47,000.00 Rp. 4,700.00 1.0000 Pekerja @Rp. 33,000.00 Rp. 33,000.00 0.0500 Mandor @Rp. 45,000.00 Rp. 2,250.00 163,950.00 Untuk1M'=1/10 Rp. 16,395.00

II.

PEKERJAAN PONDASI.

1. Analisa 1 M

3

Galian Tanah Pondasi

0.7500 Pekerja @Rp. 33,000.00 Rp. 24,750.00 25,875.00

0.0250 Mandor @Rp. 45,000.00 Rp. 1,125.00

Rp. 25,875.00

2. Analisa 1 M

3

Urugan Tanah Kembali

0.2500 Pekerja @Rp. 33,000.00 Rp. 8,250.00 8,628.00

0.0084 Mandor @Rp. 45,000.00 Rp. 378.00

Rp. 8,628.00

3. Analisa 1 M

3

Urugan Pasir Bawah Pondasi

1.2000 m3 Pasir Urug @Rp. 90,000.00 Rp. 108,000.00

0.3000 Pekerja @Rp. 33,000.00 Rp. 9,900.00 10,350.00

0.0100 Mandor @Rp. 45,000.00 Rp. 450.00

Rp. 118,350.00

4. Analisa 1 M

3

Aanstamping Batu Kali

1.1000 M3 Batu Kali @Rp. 100,000.00 Rp. 110,000.00

0.5000 M3 Pasir Urug @Rp. 90,000.00 Rp. 45,000.00

1.5000 Pekerja @Rp. 33,000.00 Rp. 49,500.00 52,875.00

0.0750 Mandor @Rp. 45,000.00 Rp. 3,375.00

Rp. 207,875.00

5. Analisa 1 M

3

Pasangan Pondasi Batu Kali ad. 1 : 8

1.2000 M3 Batu Kali @Rp. 100,000.00 Rp. 120,000.00

2.4000 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 100,800.00

0.7600 M3 Pasir Pasang @Rp. 130,000.00 Rp. 98,800.00 0.6000 Tukang @Rp. 43,000.00 Rp. 25,800.00 81,495.00 0.0600 Kepala Tukang @Rp. 47,000.00 Rp. 2,820.00 1.5000 Pekerja @Rp. 33,000.00 Rp. 49,500.00 0.0750 Mandor @Rp. 45,000.00 Rp. 3,375.00 Rp. 401,095.00

6. Analisa 1 M

3

Urugan Tanah Urug

1.2000 M3 Tanah Urug @Rp. 50,000.00 Rp. 60,000.00

0.3000 Pekerja @Rp. 33,000.00 Rp. 9,900.00 10,350.00

0.0100 Mandor @Rp. 45,000.00 Rp. 450.00

Rp. 70,350.00

DAFTAR ANALISA PEKERJAAN

PEMBANGUNAN RUMAH TINGGAL

KOTA SEMARANG 2011

III.

PEK. BETON BERTULANG Ad. 1:2:3

a. Analisa 1 M3Beton ad. 1 : 2 : 3 (site mix K-225)

7.8960 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 331,632.00

0.4900 M3 Pasir Pasang @Rp. 130,000.00 Rp. 63,700.00 0.8200 M3 Koral Beton @Rp. 170,000.00 Rp. 139,400.00 0.2500 Tukang @Rp. 43,000.00 Rp. 10,750.00 69,975.00 0.0250 Kepala Tukang @Rp. 47,000.00 Rp. 1,175.00 1.6500 Pekerja @Rp. 33,000.00 Rp. 54,450.00 0.0800 Mandor @Rp. 45,000.00 Rp. 3,600.00 Rp. 604,707.00

b. Analisa 1 M3Beton ad. 1 : 2 : 3 (ready mix K-225 berikut selang)

1.0000 M3 Adukan ready mix K-225 @Rp. 560,000.00 Rp. 560,000.00

0.0450 Alat bantu selang @Rp. 80,000.00 Rp. 3,600.00

1.0000 Upah Tenaga @Rp. 34,987.50 Rp. 34,987.50

Rp. 598,587.50

c. Analisa 1 M3Beton ad. 1 : 3 : 5 (untuk konstruksi rabat, lantai kerja)

5.6750 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 238,350.00

0.5400 M3 Pasir Pasang @Rp. 130,000.00 Rp. 70,200.00

0.9100 M3 Koral Beton @Rp. 170,000.00 Rp. 154,700.00

1.0000 Upah Tenaga @Rp. 69,975.00 Rp. 69,975.00

Rp. 533,225.00

d. Analisa Tulang Besi 1 Kg Besi Beton Terpasang

1.0500 Kg Besi Beton @Rp. 7,500.00 Rp. 7,875.00 0.0150 Kg Kawat Pengikat @Rp. 14,000.00 Rp. 210.00 0.0070 Tukang @Rp. 43,000.00 Rp. 301.00 582.90 0.0007 Kepala Tukang @Rp. 47,000.00 Rp. 32.90 0.0070 Pekerja @Rp. 33,000.00 Rp. 231.00 0.0004 Mandor @Rp. 45,000.00 Rp. 18.00 Rp. 8,667.90

e. Analisa Upah Bekisting (dengan papan cor l=20cm p=200cm) / M2 (3x pakai)

0.8333 lbr Papan cor @Rp. 7,000.00 Rp. 5,833.33 0.2000 Kg Paku Biasa @Rp. 15,000.00 Rp. 3,000.00 0.2600 Tukang @Rp. 43,000.00 Rp. 11,180.00 30,732.00 0.0260 Kepala Tukang @Rp. 47,000.00 Rp. 1,222.00 0.5200 Pekerja @Rp. 33,000.00 Rp. 17,160.00 0.0260 Mandor @Rp. 45,000.00 Rp. 1,170.00 Rp. 39,565.33

f. Analisa Pembuatan Tiang Perancah /M2 (4x pakai)

1.5625 btg Kayu Dolken @Rp. 12,000.00 Rp. 18,750.00 0.2000 Kg Paku @Rp. 15,000.00 Rp. 3,000.00 0.3300 Tukang @Rp. 43,000.00 Rp. 14,190.00 38,730.00 0.0300 Kepala Tukang @Rp. 47,000.00 Rp. 1,410.00 0.6600 Pekerja @Rp. 33,000.00 Rp. 21,780.00 0.0300 Mandor @Rp. 45,000.00 Rp. 1,350.00 Rp. 60,480.00

1. Analisa Beton Bertulang Pondasi Foot Plat ad. 1:2:3 Kecil

1.0000 M3 Beton cor ready mix K-225 @Rp. 598,587.50 Rp. 598,587.50

5.3333 M2 Bekisting @Rp. 39,565.33 Rp. 211,013.79

132.9211 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 1,152,146.80 Rp. 1,961,748.09

2. Analisa Beton Bertulang Sloof Struktur ad. 1:2:3

1.0000 M3 Beton cor ready mix K-225 @Rp. 598,587.50 Rp. 598,587.50

13.3300 M2 Bekisting @Rp. 39,565.33 Rp. 527,405.89

171.0900 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 1,482,991.01 Rp. 2,608,984.40

3. Analisa Beton Bertulang Sloof Praktis 15/20 ad. 1:2:3

13.3333 M2 Bekisting @Rp. 39,565.33 Rp. 527,536.46 138.4667 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 1,200,215.51 Rp. 2,326,339.47

4. Analisa Beton Bertulang Kolom Struktur (15/20) ad. 1:2: 3

1.0000 M3 Beton cor site mix K-225 @Rp. 604,707.00 Rp. 604,707.00 13.3333 M2 Bekisting @Rp. 39,565.33 Rp. 527,536.46 5.5833 btg Tiang Perancah @Rp. 7,500.00 Rp. 41,874.94 138.4667 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 1,200,215.51 Rp. 2,374,333.91

5. Analisa Beton Bertulang Kolom Praktis 15/15 ad. 1:2:3

1.0000 M3 Beton cor site mix K-225 @Rp. 604,707.00 Rp. 604,707.00 17.7778 M2 Bekisting @Rp. 39,565.33 Rp. 703,384.58 131.7333 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 1,141,851.33 Rp. 2,449,942.91

6. Analisa Beton Bertulang Balok 15/40 ad. 1:2:3

1.0000 M3 Beton cor ready mix K-225 @Rp. 598,587.50 Rp. 598,587.50 11.8300 M2 Bekisting @Rp. 39,565.33 Rp. 468,057.89 1.6670 M2 Tiang Perancah @Rp. 60,480.00 Rp. 100,820.16 213.8300 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 1,853,457.06 Rp. 3,020,922.61

7. Analisa Beton Bertulang Balok 15/20 ad. 1:2:3

1.0000 M3 Beton cor site mix K-225 @Rp. 604,707.00 Rp. 604,707.00 13.3333 M2 Bekisting @Rp. 39,565.33 Rp. 527,536.46 1.6670 M2 Tiang Perancah @Rp. 60,480.00 Rp. 100,820.16 138.4667 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 1,200,215.51 Rp. 2,433,279.13

7. Analisa Beton Bertulang Ring Balk 15/15 ad. 1:2: 3

1.0000 M3 Beton cor site mix K-225 @Rp. 604,707.00 Rp. 604,707.00 17.7778 M2 Bekisting @Rp. 39,565.33 Rp. 703,384.58 1.6670 M2 Tiang Perancah @Rp. 60,480.00 Rp. 100,820.16 131.7333 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 1,141,851.33 Rp. 2,550,763.07

8. Analisa Beton Bertulang Balok Latey 15/15 ad. 1:2:3

1.0000 M3 Beton cor site mix K-225 @Rp. 604,707.00 Rp. 604,707.00 17.7778 M2 Bekisting @Rp. 39,565.33 Rp. 703,384.58 84.0000 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 728,103.60 Rp. 2,036,195.18

9. Analisa Beton Bertulang Plat Lantai ad. 1:2:3 t = 12cm

1.0000 M3 Beton cor ready mix K-225 @Rp. 598,587.50 Rp. 598,587.50

8.3330 M2 Bekisting @Rp. 70,482.00 Rp. 587,326.51 multiplek 6.0000 M2 Tiang Perancah @Rp. 60,480.00 Rp. 362,880.00

78.4580 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 680,066.10 Rp. 2,228,860.10

10. Analisa Beton Bertulang Plat Atap ad. 1:2:3 t = 10cm

1.0000 M3 Beton cor ready mix K-225 @Rp. 598,587.50 Rp. 598,587.50 10.0000 M2 Bekisting @Rp. 70,482.00 Rp. 704,820.00 10.0000 M2 Tiang Perancah @Rp. 60,480.00 Rp. 604,800.00 52.0026 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 450,753.34 Rp. 2,358,960.84

11. Analisa Beton Bertulang Tangga ad. 1:2:3 t = 12cm

1.0000 M3 Beton cor ready mix K-225 @Rp. 598,587.50 Rp. 598,587.50 8.3350 M2 Bekisting @Rp. 70,482.00 Rp. 587,467.47 8.3520 M2 Tiang Perancah @Rp. 60,480.00 Rp. 505,128.96 171.0000 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 1,482,210.90

Rp. 3,173,394.83

12. Analisa Beton Bertulang Dapur ad. 1:2:3 t = 8 cm

1.0000 M3 Beton cor ready mix K-225 @Rp. 598,587.50 Rp. 598,587.50

12.5000 M2 Bekisting @Rp. 33,732.00 Rp. 421,650.00 multiplek 12.5000 M2 Tiang Perancah @Rp. 60,480.00 Rp. 756,000.00

48.7500 Kg Besi Beton Tulangan @Rp. 8,667.90 Rp. 422,560.13 Rp. 2,198,797.63

IV.

PEKERJAAN DINDING DAN PLESTERAN

1. Analisa 1 M

2

Pasangan Dinding Batu Bata ad. 1 : 4

80.0000 Bh Batu Bata Merah @Rp. 400.00 Rp. 32,000.00 0.3962 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 16,640.40 0.0420 M3 Pasir Pasang @Rp. 130,000.00 Rp. 5,460.00 0.1000 Tukang @Rp. 43,000.00 Rp. 4,300.00 15,345.00 0.0100 Kepala Tukang @Rp. 47,000.00 Rp. 470.00 0.3000 Pekerja @Rp. 33,000.00 Rp. 9,900.00 0.0150 Mandor @Rp. 45,000.00 Rp. 675.00 Rp. 69,445.40

2. Analisa 1 M

2

Pasangan Dinding Batu Bata ad. 1 : 8

80.0000 Bh Batu Bata Merah @Rp. 400.00 Rp. 32,000.00 0.2700 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 11,340.00 0.0450 M3 Pasir Pasang @Rp. 130,000.00 Rp. 5,850.00 0.1000 Tukang @Rp. 43,000.00 Rp. 4,300.00 15,345.00 0.0100 Kepala Tukang @Rp. 47,000.00 Rp. 470.00 0.3000 Pekerja @Rp. 33,000.00 Rp. 9,900.00 0.0150 Mandor @Rp. 45,000.00 Rp. 675.00 Rp. 64,535.00

3. Analisa 1 M

2

Plesteran ad. 1 : 4

0.3300 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 13,860.00 0.0250 M3 Pasir Pasang @Rp. 130,000.00 Rp. 3,250.00 0.1800 Tukang @Rp. 43,000.00 Rp. 7,740.00 21,276.00 0.0180 Kepala Tukang @Rp. 47,000.00 Rp. 846.00 0.3600 Pekerja @Rp. 33,000.00 Rp. 11,880.00 0.0180 Mandor @Rp. 45,000.00 Rp. 810.00 Rp. 38,386.00

4. Analisa 1 M

2

Plesteran ad. 1 : 8 tebal 2 cm

0.1950 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,190.00 0.0268 M3 Pasir Pasang @Rp. 130,000.00 Rp. 3,484.00 0.1800 Tukang @Rp. 43,000.00 Rp. 7,740.00 21,276.00 0.0180 Kepala Tukang @Rp. 47,000.00 Rp. 846.00 0.3600 Pekerja @Rp. 33,000.00 Rp. 11,880.00 0.0180 Mandor @Rp. 45,000.00 Rp. 810.00 Rp. 32,950.00

V.

PEKERJAAN LANTAI

1. Analisa 1 M

3

Urugan Pasir Bawah Lantai

1.2000 M3 Pasir Urug @Rp. 90,000.00 Rp. 108,000.00

0.3000 Pekerja @Rp. 33,000.00 Rp. 9,900.00 10,350.00

0.0100 Mandor @Rp. 45,000.00 Rp. 450.00

Rp. 118,350.00

2. Analisa 1 M

3

Beton Tumbuk ad. 1 : 3 : 5

4.0000 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 168,000.00 0.5000 M3 Pasir Pasang @Rp. 130,000.00 Rp. 65,000.00 1.0000 M3 Koral Beton @Rp. 170,000.00 Rp. 170,000.00

0.2000 Tukang @Rp. 43,000.00 Rp. 8,600.00 49,410.00

1.2000 Pekerja @Rp. 33,000.00 Rp. 39,600.00

0.0060 Mandor @Rp. 45,000.00 Rp. 270.00

Rp. 452,410.00

3. Analisa 1 M

2

Pasangan Lantai Keramik 40 x 40 cm 1 : 6 tebal 3cm

6.5625 Bh Keramik 40 x 40 @Rp. 8,333.33 Rp. 54,687.50 6.25

0.2030 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,526.00

Zak Semen Putih @Rp. 55,000.00 Rp.

-0.0321 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,173.00 0.1200 Tukang @Rp. 43,000.00 Rp. 5,160.00 14,559.00 0.0120 Kepala Tukang @Rp. 47,000.00 Rp. 564.00 0.2500 Pekerja @Rp. 33,000.00 Rp. 8,250.00 0.0130 Mandor @Rp. 45,000.00 Rp. 585.00 Rp. 81,945.50

3. Analisa 1 M

2

Pasangan Lantai Keramik 33 x 33 cm 1 : 6 tebal 3cm

9.6419 Bh Keramik 33 x 33 @Rp. 5,000.00 Rp. 48,209.37 9.182736455

0.2030 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,526.00

Zak Semen Putih @Rp. 55,000.00 Rp.

-0.0321 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,173.00

1.0000 Upah Tenaga @Rp. 14,559.00 Rp. 14,559.00

Rp. 75,467.37

3. Analisa 1 M

2

Pasangan Lantai Keramik 30 x 30 cm 1 : 6 tebal 3cm

11.6667 Bh Keramik 30 x 30 @Rp. 3,181.82 Rp. 37,121.21 11.11111111

0.2030 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,526.00

Zak Semen Putih @Rp. 55,000.00 Rp.

-0.0321 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,173.00

1.0000 Upah Tenaga @Rp. 14,559.00 Rp. 14,559.00

Rp. 64,379.21

3. Analisa 1 M

2

Pasangan Lantai Keramik 30 x 30 cm 1 : 6 tebal 3cm bagus

11.6667 Bh Keramik 30 x 30 @Rp. 3,181.82 Rp. 37,121.21 16

0.2030 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,526.00

Zak Semen Putih @Rp. 55,000.00 Rp.

-0.0321 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,173.00

1.0000 Upah Tenaga @Rp. 14,559.00 Rp. 14,559.00

Rp. 64,379.21

3. Analisa 1 M

2

Pasangan Lantai Keramik 20 x 20 cm 1 : 6 tebal 3cm

26.2500 Bh Keramik 20 x 20 @Rp. 1,280.00 Rp. 33,600.00 25

0.2030 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,526.00

Zak Semen Putih @Rp. 55,000.00 Rp.

-0.0321 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,173.00

1.0000 Upah Tenaga @Rp. 14,559.00 Rp. 14,559.00

Rp. 60,858.00

3. Analisa 1 M

2

Pasangan keramik dinding 25 x 33 cm 1 : 6 tebal 3cm

12.7273 Bh Keramik 25 x 33 @Rp. 3,458.33 Rp. 44,015.15 12.12121212

0.2030 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,526.00

Zak Semen Putih @Rp. 55,000.00 Rp.

-0.0321 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,173.00

1.0000 Upah Tenaga @Rp. 14,559.00 Rp. 14,559.00

Rp. 71,273.15

3. Analisa 1 M

2

Pasangan Keramik dinding 20 x 25 cm 1 : 6 tebal 3cm

21.0000 Bh Keramik 20 x 25 @Rp. 1,750.00 Rp. 36,750.00 20

0.2030 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,526.00

Zak Semen Putih @Rp. 55,000.00 Rp.

-0.0321 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,173.00

1.0000 Upah Tenaga @Rp. 14,559.00 Rp. 14,559.00

Rp. 64,008.00

3. Analisa 1 M

1

Pasangan List Keramik 25 x 6 cm 1 : 6 tebal 3cm

4.2000 Bh Keramik 25 x 6 @Rp. 16,000.00 Rp. 67,200.00 4

0.0122 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 511.56

Zak Semen Putih @Rp. 55,000.00 Rp.

0.0600 Upah Tenaga @Rp. 14,559.00 Rp. 873.54

Rp. 68,835.48

3. Analisa 1 M

1

Pasangan List Keramik 20 x 6 cm 1 : 6 tebal 3cm

5.2500 Bh Keramik 20 x 6 @Rp. 6,000.00 Rp. 31,500.00 5

0.0122 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 511.56

Zak Semen Putih @Rp. 55,000.00 Rp.

-0.0019 M3 Pasir Pasang @Rp. 130,000.00 Rp. 250.38

0.0600 Upah Tenaga @Rp. 14,559.00 Rp. 873.54

Rp. 33,135.48

8. Analisa 1 M

2

Pasangan Lantai Batu Koral Sikat

1.2000 M2 Batu Koral Sikat @Rp. 75,000.00 Rp. 90,000.00 0.3000 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 12,600.00 0.0321 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,173.00 0.3500 Tukang @Rp. 43,000.00 Rp. 15,050.00 41,370.00 0.0350 Kepala Tukang @Rp. 47,000.00 Rp. 1,645.00 0.7000 Pekerja @Rp. 33,000.00 Rp. 23,100.00 0.0350 Mandor @Rp. 45,000.00 Rp. 1,575.00 Rp. 148,143.00

9. Analisa 1 M

2

Pasangan Dinding Batu Alam

1.0500 M2 Batu Alam @Rp. 130,000.00 Rp. 136,500.00 0.2030 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,526.00 0.0321 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,173.00 0.3500 Tukang @Rp. 43,000.00 Rp. 15,050.00 38,505.00 0.0350 Kepala Tukang @Rp. 47,000.00 Rp. 1,645.00 0.6200 Pekerja @Rp. 33,000.00 Rp. 20,460.00 0.0300 Mandor @Rp. 45,000.00 Rp. 1,350.00 Rp. 187,704.00

10. Analisa 1 M

3

Rabat Beton ad. 1 : 2 : 3

5.6750 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 238,350.00

M3 Pasir Pasang @Rp. 130,000.00 Rp.

-M3 Koral Beton @Rp. 170,000.00 Rp.

-1.0000 Upah Tenaga @Rp. 69,975.00 Rp. 69,975.00

Rp. 308,325.00

VI.

PEKERJAAN ATAP

1. Analisa 1 M

1

Pekerjaan Murplat, Gording, Nok, Jurai

0.2625 btg Kayu Bengkirai @Rp. 200,000.00 Rp. 52,500.00 0.0190 Kg Paku Biasa @Rp. 15,000.00 Rp. 285.00 0.0518 Tukang @Rp. 43,000.00 Rp. 2,227.40 3,080.83 0.0052 Kepala Tukang @Rp. 47,000.00 Rp. 243.65 0.0173 Pekerja @Rp. 33,000.00 Rp. 570.90 0.0009 Mandor @Rp. 45,000.00 Rp. 38.88 Rp. 55,865.83

2. Analisa 1 M

2

Pasang Usuk dan Reng

0.5500 btg Kayu Usuk 5/7 @Rp. 85,000.00 Rp. 46,750.00 0.8250 btg Kayu Reng 2/3 @Rp. 13,000.00 Rp. 10,725.00 0.2500 Kg Paku Biasa @Rp. 15,000.00 Rp. 3,750.00 0.2000 Tukang @Rp. 43,000.00 Rp. 8,600.00 16,590.00 0.0200 Kepala Tukang @Rp. 47,000.00 Rp. 940.00 0.2000 Pekerja @Rp. 33,000.00 Rp. 6,600.00 0.0100 Mandor @Rp. 45,000.00 Rp. 450.00 Rp. 77,815.00

3. Analisa 1 M

2

Pasang Atap Genteng Beton flat

10.0000 Bh Genteng Beton @Rp. 3,500.00 Rp. 35,000.00

0.1000 Tukang @Rp. 43,000.00 Rp. 4,300.00 11,820.00

0.0100 Kepala Tukang @Rp. 47,000.00 Rp. 470.00

0.0100 Mandor @Rp. 45,000.00 Rp. 450.00 Rp. 46,820.00

4. Analisa 1 M' Pasang Bubungan Genteng Beton

3.5000 Bh Bubungan Genteng Beton @Rp. 3,800.00 Rp. 13,300.00 0.2000 Zak Semen Portland (PC) @Rp. 42,000.00 Rp. 8,400.00 0.0330 M3 Pasir Pasang @Rp. 130,000.00 Rp. 4,290.00 0.2000 Tukang @Rp. 43,000.00 Rp. 8,600.00 23,640.00 0.0200 Kepala Tukang @Rp. 47,000.00 Rp. 940.00 0.4000 Pekerja @Rp. 33,000.00 Rp. 13,200.00 0.0200 Mandor @Rp. 45,000.00 Rp. 900.00 Rp. 49,630.00

5. Analisa 1 M' Listplank Woodplank ex. Elephant Double

0.5250 lbr Papan 2/20 @Rp. 45,000.00 Rp. 23,625.00 0.0250 Kg Paku Biasa @Rp. 15,000.00 Rp. 375.00 0.2000 Tukang @Rp. 43,000.00 Rp. 8,600.00 17,741.50 0.0520 Kepala Tukang @Rp. 47,000.00 Rp. 2,444.00 0.1900 Pekerja @Rp. 33,000.00 Rp. 6,270.00 0.0095 Mandor @Rp. 45,000.00 Rp. 427.50 Rp. 41,741.50

6. Analisa 1 M' Papan Sirip

0.2625 m3 Papan 2/20 @Rp. 45,000.00 Rp. 11,812.50 0.0250 kg Paku @Rp. 15,000.00 Rp. 375.00 0.0200 Tukang @Rp. 43,000.00 Rp. 860.00 2,454.00 0.0020 Kepala Tukang @Rp. 47,000.00 Rp. 94.00 0.0400 Pekerja @Rp. 33,000.00 Rp. 1,320.00 0.0040 Mandor @Rp. 45,000.00 Rp. 180.00 Rp. 14,641.50

7. Analisa 10 M' Talang Datar dengan Papan Talang

10.0000 m1 Lembar Seng @Rp. 25,000.00 Rp. 250,000.00 5.5000 lbr Papan 2/20 @Rp. 45,000.00 Rp. 247,500.00 8.0000 Tukang @Rp. 43,000.00 Rp. 344,000.00 557,850.00 0.8000 Kepala Tukang @Rp. 47,000.00 Rp. 37,600.00 5.0000 Pekerja @Rp. 33,000.00 Rp. 165,000.00 0.2500 Mandor @Rp. 45,000.00 Rp. 11,250.00 Rp. 1,055,350.00 Untuk1M'=1/10 Rp. 105,535.00

VII.

PEKERJAAN PLAFOND DAN RANGKA

1. Analisa 1 M

2

Pasang Plafond Gypsum 12 mm

0.3830 lbr Gypsum 12 mm @Rp. 46,000.00 Rp. 17,618.00 1.0500 btng Besi Hollow @Rp. 18,000.00 Rp. 18,900.00 0.1300 Kg Kawat Penggantung @Rp. 12,000.00 Rp. 1,560.00 38.0000 bh Skrup Board @Rp. 25.00 Rp. 950.00 2.1000 bh Skrup Join Hollow @Rp. 100.00 Rp. 210.00 0.0124 dos Paku Beton @Rp. 20,000.00 Rp. 248.00 0.0370 rol Lakban kain @Rp. 15,000.00 Rp. 555.00 0.0247 zak Compound @Rp. 60,000.00 Rp. 1,482.00 0.4000 Tukang @Rp. 43,000.00 Rp. 17,200.00 23,010.00 0.0400 Kepala Tukang @Rp. 47,000.00 Rp. 1,880.00 0.1000 Pekerja @Rp. 33,000.00 Rp. 3,300.00 0.0140 Mandor @Rp. 45,000.00 Rp. 630.00 Rp. 64,533.00

2. Analisa 1 M

2

Pasang Plafond Kalsiboard 4,5 mm

0.3830 lbr Kalsiboard 4,5 mm @Rp. 46,000.00 Rp. 17,618.00 1.0500 btng Besi Hollow @Rp. 18,000.00 Rp. 18,900.00 0.1300 Kg Kawat Penggantung @Rp. 12,000.00 Rp. 1,560.00 38.0000 bh Skrup Board @Rp. 25.00 Rp. 950.00

2.1000 bh Skrup Join Hollow @Rp. 100.00 Rp. 210.00 0.0124 dos Paku Beton @Rp. 20,000.00 Rp. 248.00 0.0370 rol Lakban kain @Rp. 15,000.00 Rp. 555.00

0.0247 zak Compound @Rp. 60,000.00 Rp. 1,482.00 0.4000 Tukang @Rp. 43,000.00 Rp. 17,200.00 23,010.00 0.0400 Kepala Tukang @Rp. 47,000.00 Rp. 1,880.00 0.1000 Pekerja @Rp. 33,000.00 Rp. 3,300.00 0.0140 Mandor @Rp. 45,000.00 Rp. 630.00 Rp. 64,533.00

3. Analisa 10 M' Pasang List Profil Gypsum

10.0000 m' List Gypsum @Rp. 12,000.00 Rp. 120,000.00 0.5000 Tukang @Rp. 43,000.00 Rp. 21,500.00 41,700.00 0.0500 Kepala Tukang @Rp. 47,000.00 Rp. 2,350.00 0.5000 Pekerja @Rp. 33,000.00 Rp. 16,500.00 0.0300 Mandor @Rp. 45,000.00 Rp. 1,350.00 Rp. 161,700.00 Untuk1M'=1/10 Rp. 16,170.00

VIII.

PEKERJAAN PINTU DAN JENDELA

1. Analisa 1 M

3

Kusen Kayu Jati (KW II)

1.1000 M3 Kayu Jati @Rp. 6,000,000.00 Rp. 6,600,000.00 22.5000 Tukang @Rp. 43,000.00 Rp. 967,500.00 1,387,125.00 2.2500 Kepala Tukang @Rp. 47,000.00 Rp. 105,750.00 9.0000 Pekerja @Rp. 33,000.00 Rp. 297,000.00 0.3750 Mandor @Rp. 45,000.00 Rp. 16,875.00 Rp. 7,987,125.00

2. Analisa 1 M2 Daun Pintu Panil Jati (KW II)

0.0350 m3 Kayu Jati @Rp. 6,000,000.00 Rp. 210,000.00 0.1000 kg Paku Biasa @Rp. 15,000.00 Rp. 1,500.00 5.0000 Tukang @Rp. 43,000.00 Rp. 215,000.00 296,662.50 0.5000 Kepala Tukang @Rp. 47,000.00 Rp. 23,500.00 1.6500 Pekerja @Rp. 33,000.00 Rp. 54,450.00 0.0825 Mandor @Rp. 45,000.00 Rp. 3,712.50 Rp. 508,162.50

3. Analisa 1 M

2

Daun Jendela Jati Kaca Bening 5 mm (KW II)

0.0132 m3 Kayu Jati @Rp. 6,000,000.00 Rp. 79,200.00 0.7500 m2 Kaca Bening 5mm @Rp. 60,000.00 Rp. 45,000.00 4.0000 Tukang @Rp. 43,000.00 Rp. 172,000.00 237,060.00 0.4000 Kepala Tukang @Rp. 47,000.00 Rp. 18,800.00 1.3200 Pekerja @Rp. 33,000.00 Rp. 43,560.00 0.0600 Mandor @Rp. 45,000.00 Rp. 2,700.00 Rp. 361,260.00

4. Analisa 1 M

2

Jendela Mati Kaca Bening 5 mm

1.1000 m2 Kaca Bening 5mm @Rp. 60,000.00 Rp. 66,000.00 0.0150 Tukang @Rp. 60,000.00 Rp. 900.00 8,079.75 0.1500 Kepala Tukang @Rp. 43,000.00 Rp. 6,450.00 0.0150 Pekerja @Rp. 47,000.00 Rp. 705.00 0.0008 Mandor @Rp. 33,000.00 Rp. 24.75 Rp. 74,079.75

5. Analisa 1 M

2

Jendela Mati Kaca Bening 10 mm

1.1000 m2 Kaca Bening 10mm @Rp. 250,000.00 Rp. 275,000.00 0.0150 Tukang @Rp. 60,000.00 Rp. 900.00 8,079.75 0.1500 Kepala Tukang @Rp. 43,000.00 Rp. 6,450.00 0.0150 Pekerja @Rp. 47,000.00 Rp. 705.00 0.0008 Mandor @Rp. 33,000.00 Rp. 24.75 Rp. 283,079.75

IX.

PEKERJAAN PENGECATAN

1. Analisa 10 M

2

Pengecatan Tembok 3x sapu Eksterior ex. Dulux

1.6670 Kg Cat Tembok 2x @Rp. 70,000.00 Rp. 116,690.00 0.8330 Kg Alkali 1x @Rp. 23,750.00 Rp. 19,783.75 2.0000 Lbr Amplas Biasa @Rp. 600.00 Rp. 1,200.00 0.1000 bh Rol cat @Rp. 12,500.00 Rp. 1,250.00 1.0000 Stegger @Rp. 5,000.00 Rp. 5,000.00 0.6300 Tukang @Rp. 43,000.00 Rp. 27,090.00 37,776.00 0.0630 Kepala Tukang @Rp. 47,000.00 Rp. 2,961.00 0.2000 Pekerja @Rp. 33,000.00 Rp. 6,600.00 0.0250 Mandor @Rp. 45,000.00 Rp. 1,125.00 Rp. 181,699.75 Untuk 1 M2 Rp. 18,169.98

1. Analisa 10 M

2

Pengecatan Tembok 3x sapu Eksterior ex. Flinkote

1.6670 Kg Cat Tembok 2x @Rp. 26,000.00 Rp. 43,342.00 0.8330 Kg Alkali 1x @Rp. 23,750.00 Rp. 19,783.75 2.0000 Lbr Amplas Biasa @Rp. 600.00 Rp. 1,200.00 0.1000 bh Rol cat @Rp. 12,500.00 Rp. 1,250.00 1.0000 Stegger @Rp. 5,000.00 Rp. 5,000.00 1.0000 Upah Tenaga @Rp. 37,776.00 Rp. 37,776.00 Rp. 108,351.75 Untuk 1 M2 Rp. 10,835.18

1. Analisa 10 M

2

Pengecatan Tembok 3x sapu Eksterior ex. Mowilex

1.6670 Kg Cat Tembok 2x @Rp. 55,000.00 Rp. 91,685.00 0.8330 Kg Alkali 1x @Rp. 23,750.00 Rp. 19,783.75 2.0000 Lbr Amplas Biasa @Rp. 600.00 Rp. 1,200.00 0.1000 bh Rol cat @Rp. 12,500.00 Rp. 1,250.00 1.0000 Stegger @Rp. 5,000.00 Rp. 5,000.00 1.0000 Upah Tenaga @Rp. 37,776.00 Rp. 37,776.00 Rp. 156,694.75 Untuk 1 M2 Rp. 15,669.48

2. Analisa 10 M

2

Pengecatan Tembok 3x sapu Interior ex. Catylac

3.7500 Kg Cat Tembok 3x @Rp. 18,000.00 Rp. 67,500.00 0.5000 Lbr Amplas Biasa @Rp. 600.00 Rp. 300.00 0.0100 bh Rol cat @Rp. 12,500.00 Rp. 125.00 1.0000 Stegger @Rp. 5,000.00 Rp. 5,000.00 1.0000 Upah Tenaga @Rp. 37,776.00 Rp. 37,776.00 Rp. 110,701.00 Untuk 1 M2 Rp. 11,070.10

3. Analisa 10 M

2

Coating Batu Alam

2.0000 Kg Coating Sicosol @Rp. 45,000.00 Rp. 90,000.00 0.3500 Tukang @Rp. 43,000.00 Rp. 15,050.00 41,370.00 0.0350 Kepala Tukang @Rp. 47,000.00 Rp. 1,645.00 0.7000 Pekerja @Rp. 33,000.00 Rp. 23,100.00 0.0350 Mandor @Rp. 45,000.00 Rp. 1,575.00 Rp. 131,370.00 Untuk 1 M2 Rp. 13,137.00

4. Analisa 10 M

2

Pengecatan Kayu Mengkilat 3x sapu

2.8400 Kg Cat Kilat @Rp. 60,000.00 Rp. 170,400.00

1.4200 Kg Cat Dasar @Rp. 20,000.00 Rp. 28,400.00

2.0000 Ltr Minyak Cat @Rp. 5,500.00 Rp. 11,000.00

1.2000 Kg Cat Meni Nippon @Rp. 15,000.00 Rp. 18,000.00

0.8000 Kg Plamir kayu @Rp. 11,000.00 Rp. 8,800.00 3.0000 Lbr Amplas Niken @Rp. 2,500.00 Rp. 7,500.00 2.2500 Tukang @Rp. 43,000.00 Rp. 96,750.00 160,200.00 0.2250 Kepala Tukang @Rp. 47,000.00 Rp. 10,575.00 1.5000 Pekerja @Rp. 33,000.00 Rp. 49,500.00 0.0750 Mandor @Rp. 45,000.00 Rp. 3,375.00 Rp. 404,300.00

Untuk 1 M1 Rp. 6,064.50

5. Analisa 10 M

2

Cat Plafond 3x sapu

2.5000 Kg Cat Tembok maxilite @Rp. 8,800.00 Rp. 22,000.00 1.0000 Ls Alat Bantu / Steiger @Rp. 12,000.00 Rp. 12,000.00

0.6300 Tukang @Rp. 43,000.00 Rp. 27,090.00 37,776.00 0.0630 Kepala Tukang @Rp. 47,000.00 Rp. 2,961.00 0.2000 Pekerja @Rp. 33,000.00 Rp. 6,600.00 0.0250 Mandor @Rp. 45,000.00 Rp. 1,125.00 Rp. 71,776.00 Untuk 1 M2 Rp. 7,177.60

X.

PEKERJAAN LAIN-LAIN

1. Analisa 10 M

2

Analisa Pembersihan Akhir Lapangan

0.7500 Pekerja @Rp. 33,000.00 Rp. 24,750.00 26,437.50 0.0375 Mandor @Rp. 45,000.00 Rp. 1,687.50

Rp. 26,437.50

nama TAHAP 1 RUMAH LB=89,7 / LT=144,7 m2 TAHAP 2 RUMAH LB=76,58 / LT=144,7 m2 TAHAP 1+2 RUMAH LB=166,28/ LT=144,7 m2 luas tanah 144.700 luas lt 1 89.700 luas lt 2 76.580 166.280 luas thp 1 t1 bowplang 48.000 pondasi 48.710 41.780 90.490 t1

galian tanah pondasi 0.831 75.224 urugan tanah kembali

25.075 urugan pasir

0.070 6.334

anstamping

0.140 12.669 pondasi batu belah

0.300 27.371 footplat 26.000 0.107 2.776 lantai kerja 0.034 0.878 0.832 3.653 slof 15/20 0.000 0.000 0.030 0.000 slof 15/25 90.490 -2.830 6.000 0.000 93.660 0.038 3.512 kolom praktis tahap 1 tahap 2 0.023 0.799 0.023 1.013 KOLOM tahap 1 tahap 2

0.060 0.000 0.060 0.000 15 30 0.045 4.075 0.045 2.363 15 25 0.038 0.000 0.038 0.000 15 20 0.030 0.000 0.030 0.000

20 20 0.560 tahap 1 BALOK 1530 51.450 2040 0.608 51.520 0.000 102.970 0.027 3.388 15 25 0.000 0.000 0.020 0.000 15 20 ring balk 13.450 konsol gunungan1 balok latey1 16.110 29.560 0.030 0.887 15 15 0.023 0.000 tahap 2 15 30 17.670 6.100 0.000 23.770 0.045 1.070 15 25 0.000 0.000 0.063 0.000 RING BALK

15 20 31.550 26.400 latey 15/20 gunungan 0.000 0.866 0.000 0.866 0.000 0.866 0.000 0.866 0.000 0.866 0.000 0.866 57.950 0.030 1.739 plat 12 cm tahap 1 82.350 82.350 0.120 9.882 plat 12 cm tahap 2 0.000 0.120 0.000 plat 10 cm tahap 1 0.000 0.100 0.000 plat 10 cm tahap 2 17.380 17.380 0.100 1.738 lefel 8 cm tahap1 2.136 4.200 6.336 kantilefer 2.800 dapur 9.136 0.080 1.614 lefel 8 tahap 2 16.180 . dapur 16.180 0.080 1.294 waterproof 125.046 0.000 compound 39.896 PLAT TANGGA 1.080

1.080 DINDING TAHAP 1

total pelubang eksterior interior

lt1 260.960 281.532 dindingpagar 45.140 samping 19.600 36.050 31.360 81.190 3.400 271.246 plesteran 542.492 lt2 175.780 162.960 29.350 31.100 60.450 3.400 169.370 plesteran 338.740 lt3 0.000 0.000 0.000 3.550 0.000 plesteran 0.000

tahap 1 jumlah luas panjang unting luas total pjg total d kayu d kaca

P1 1.000 6.700 7.640 2.000 0.075 6.700 7.790 P2 4.000 2.300 5.840 2.000 0.075 9.200 23.960 P3 2.000 1.780 5.140 2.000 0.075 3.560 10.580 PJ1 1.000 6.300 13.200 4.000 0.075 6.300 13.500 PJ2 6.300 13.200 4.000 0.075 0.000 0.000 PJ3 4.800 12.200 3.000 0.075 0.000 0.000 J1 4.400 11.960 4.000 0.075 0.000 0.000 J2 3.800 11.520 4.000 0.075 0.000 0.000 J3 4.000 2.600 8.340 4.000 0.075 10.400 34.560  j4 1.800 7.080 4.000 0.075 0.000 0.000 36.160 90.390 0.000 0.000 melamin 72.320

a. Engsel pintu (per pintu 3 bh / 1,5 psng) b. Kunci tanam 2x slag + handle

c. Door stoper 

TAHAP 2 jumlah luas panjang unting luas total pjg total d kayu d kaca

P1 6.700 7.640 2.000 0.075 0.000 0.000 P2 2.000 2.300 5.840 2.000 0.075 4.600 11.980 P3 1.000 1.780 5.140 2.000 0.075 1.780 5.290 PJ1 6.300 13.200 4.000 0.075 0.000 0.000 PJ2 1.000 6.300 13.200 4.000 0.075 6.300 13.500 PJ3 1.000 4.800 12.200 3.000 0.075 4.800 12.425 J1 1.000 4.400 11.960 4.000 0.075 4.400 12.260 J2 1.000 3.800 11.520 4.000 0.075 3.800 11.820 J3 3.000 2.600 8.340 4.000 0.075 7.800 25.920  j4 1.000 1.800 7.080 4.000 0.075 1.800 7.380

35.280 100.575 0.000 0.000 melamin 70.560

a. Engsel pintu (per pintu 3 bh / 1,5 psng) b. Kunci tanam 2x slag + handle

c. Door stoper 

TAHAP 1 TAHAP 2 pasang batu andesit susun sirih

pasang batu alam 20.100 BETON TUMBUK t1 t2 95.700 0.050 4.785 T1 T2 karpot K50 k40 74.700 45.100 K33 6.150 19.430 k30 5.900 2.100 K2525 K2533 24.720 9.860 K2020 K2025 kol kolan 70.420 54.760 ps urug 4.785 PEKERJAAN ATAP talang 1 talang 2 8.000 0.000 0.866 8.000 0.866 0.000 9.238 luas atap tahap1 tahap2 89.900 0.000

0.86603

0.000 89.900

0.866025

103.808 KERPUS t1 t2 27.240 0.000 0.866 27.240 0.866 0.000 37.204 Pas. Listplank T1 T2 40.500

0.866025

0.866025

0.000 40.500 pasang gording T1 T2 0.000 0.000 PLAFOND T1 T2 75.800 63.100 75.800 63.100 LIS T1 T2 89.800 61.200 89.800 61.200 TRITISAN T1 T2 29.840 0.000 29.840 pipa tahap1 tahap2 5" 4" 3" 3/4" 1/2"panas 4" 3" 3/4" 1/2"panas 23.000 12.000 31.600 10.000 12.000 10.000 13.000 25.000 20.500 11.800 42.000 5" 4" 3" 3/4" 1/2"panas 4" 3" 1/2" 1/2"panas 23.000 0.000 48.800 73.600 10.000 0.000 12.000 30.500 13.000 X. PEKERJAAN LAIN-LAIN t1 t2

1 Pasang railing besi tempa 11.06 19.900 m1

2 Pasang lampu gantung 1.00 1.000 bh

3 Pasang lampu downlight SL 11.00 10.000 bh

5 Pasang lampu taman 1.00 bh

6 Pasang lampu uplight kolam bh

7 Pasang lampu spot dinding bh

8 Pasang lampu downlight halogen 6.00 6.000 bh

9 Pasang saklar 10.00 8.000 bh

10 Pasang stop kontak 13.00 10.000 bh 11 Pasang titik lampu + stop kontak 32.00 27.00 bh

12 PasangMCB 1.00 1.000 bh

13 Pipa PVC diameter 5" D 23.00 m1

14 Pipa PVC diameter 4" D 0.00 0.000 m1

15 Pipa PVC diameter 3" D 48.80 12.000 m1

16 Pipa PVC diameter 3/4" AW 73.60 30.500 m1

17 Pipa PVC diameter 1/2 " AW air panas 10.00 13.000 m1

18 Krantempel 3.00 2.000 bh

19 Floor drain (avour) 2.00 7.000 bh

20 Klosetduduk 2.00 1.000 bh

21 Klosetjongkok bh

22 Kitchenzink 1.00 bh

23 wastafel

24 Keran panas dingin 1.00 1.00 bh

25 Pembersihan akhir 89.70 76.580 m2

pagar

panjang

galian tanah pondasi

0.831 0.000

urugan tanah kembali 0.000 urugan pasir

0.070 0.000

anstamping

0.140 0.000

pondasi batu belah

0.300 0.000 slof 15/20 0.000 0.000 0.000 0.030 0.000

kolom praktis

0.023 2.250 0.000 ring balk 15/20 0.000 0.030 0.000

Pas. Dinding Bata adukan 1 : 8

0

Plesteran Dinding Bata adukan 1 : 8

0

roster 1.000 7.640 7.640 0.000 0.000 5.840 23.360 0.000 0.000 5.140 10.280 0.000 0.000 0.000 0.000 0.000 8.680 8.680 8.480 1.000 18.000 8.410 0.000 0.000 0.000 7.800 0.000 0.000 0.000 6.480 25.920 0.000 0.000 6.360 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.000 18.000 67.200 0.000 0.000 0.000 d jendela bv roster 1.000 7.640 0.000 0.000 0.000 5.840 11.680 0.000 0.000 5.140 5.140 0.000 0.000 0.000 0.000 0.000 8.680 8.680 8.480 1.000 18.000 8.410 8.410 0.000 0.000 7.800 7.800 0.000 0.000 6.480 19.440 0.000 0.000 6.360 6.360 0.000 0.000

djendela bv melaminpintu

melamin pintu skonengan

skonengan

tatapan

58.830 0.000 0.000

Halaman 31/42

harga satuan

JUMLAH

BOBOT

(Rp)

(Rp)

%

I.

PEKERJAAN PERSIAPAN

1 Pembersihan

lapangan

90.00

m

2

5,550.00

499,500.00

0.42

2 Pengukuran dan pasang bouwplank

42.00

m

1

16,395.00

688,590.00

0.58

3 Air

Kerja

dan

Listrik

2.00

bln

300,000.00

600,000.00

0.50

4

Bedeng

Dan

Gudang

1.00

ls

2,000,000.00

2,000,000.00

1.67

5 Mobilisasi

&

demobilisasi

2.00

bln

500,000.00

1,000,000.00

0.84

4,788,090.00

4.00

II. PEKERJAAN PONDASI

1 Galian

tanah

pondasi

58.72

m

3

25,875.00

1,519,380.00

1.27

2 Urugan tanah kembali bekas galian

14.70

m

3

8,628.00

126,831.60

0.11

3 Urugan

pasir

bawah

pondasi

4.95

m

3

118,350.00

585,832.50

0.49

4

Pasangan pondasi batu belah ad 1 : 8

21.05

m

3

401,095.00

8,443,049.75

7.05

5 Pasangan Rolag batu belah ad 1 : 8

0.70

m

3

401,095.00

280,766.50

0.23

10,955,860.35

9.15

III. PEK. BETON BERTULANG Ad. 1:2:3

1

Sloof

15/20

1.94

M

3

2,608,984.40

5,061,429.74

4.23

2 Kolom

Praktis

15/15

Lt.1

2.16

M

3

2,449,942.91

5,291,876.69

4.42

3 Balok

Latey

15/20

Lt.1

0.40

M

3

2,550,763.07

1,020,305.23

0.85

4

Leufel

t

=

8

cm

Lt.1

0.48

M

3

2,198,797.63

1,055,422.86

0.88

5

Plat

dapur

t

=

8

cm

0.09

M

3

2,198,797.63

197,891.79

0.17

6 Kuda-kuda

beton

15/20

0.70

M

3

2,550,763.07

1,785,534.15

1.49

7

Ringbalk

15/20

1.67

M

3

2,550,763.07

4,259,774.33

3.56

18,672,234.80

15.60

IV. PEKERJAAN DINDING DAN PLESTERAN

1 Pas. Dinding Bata adukan 1 : 8 Lt.1

229.97

M

2

64,535.00

14,841,113.95

12.40

2

Plesteran Dinding Bata adukan 1 : 8 Lt.1

442.62

M

2

32,950.00

14,584,329.00

12.18

3

Tali

air

Aluminium

1.30

M

2

15,000.00

19,500.00

0.02

4 Batu

Alam

andesit

garis

2.22

M

2

187,704.00

416,702.88

0.35

5

Batu

Alam

acak

3.20

M

2

187,704.00

600,652.80

0.50

30,462,298.63

25.45

V. PEKERJAAN LANTAI

1 Rabat

Beton

Tumbuk

t

=

5

cm

2.50

M

3

452,410.00

1,131,025.00

0.94

2 Pasir Urug

Bawah

Lantai t=3

cm

1.50

M

3

118,350.00

177,525.00

0.15

3

Pas. Keramik 40/40 Ruangan ex. Platinum

41.37

M

2

81,945.50

3,390,085.34

2.83

4

Pas. Keramik 30/30 Teras,garasi ex. Platinum

5.85

M

2

64,379.21

376,618.39

0.31

5

Pas. Keramik Lantai KM/WC 25/25 ex Platinum

2.62

M

2

60,858.00

159,447.96

0.13

6

Pas. Keramik Dinding KM/WC 25/33 ex Platinum

10.40

M

2

80,590.00

838,136.00

0.70

7

Pas. List Keramik KM/WC 6/25 ex. Platinum

5.20

M'

68,835.48

357,944.50

0.30

8

Pas. Keramik Dapur 20/20 ex Platinum

3.00

M

2

72,340.00

217,020.00

0.18

RENCANA ANGGARAN BIAYA (KESELURUHAN)

PROYEK RUMAH TINGGAL TYPE 46/90 M2 (Bpk. REDY)

SAT

Halaman 32/42

harga satuan

JUMLAH

BOBOT

(Rp)

(Rp)

%

RENCANA ANGGARAN BIAYA (KESELURUHAN)

PROYEK RUMAH TINGGAL TYPE 46/90 M2 (Bpk. REDY)

SAT

NO

URAIAN

PEKERJAAN

Volume

9 Perkerasan

Paving

Carport

13.50

M

2

77,500.00

1,046,250.00

0.87

7,694,052.18

6.43

VI. PEKERJAAN ATAP

1

Pas. Rangka Atap Baja Ringan biasa

64.00

M

2

90,000.00

5,760,000.00

4.81

2

Pas.

Gording

CNP

44.60

M

2

40,000.00

1,784,000.00

1.49

3

Pas. Atap Genteng Beton Flat ex. Cemara

64.00

M

2

46,820.00

2,996,480.00

2.50

4 Pas.

Aluminium

Foil

64.00

M

2

10,000.00

640,000.00

0.53

5 Pas.

Kerpus

Genteng

6.60

M'

49,630.00

327,558.00

0.27

6

Pas.

Genteng

Tepi

5.90

M'

25,000.00

147,500.00

0.12

7

Pas. Listplank Woodplank ex. Elephant

18.50

M'

41,741.50

772,217.75

0.65

12,427,755.75

10.38

VII. PEKERJAAN PLAFOND DAN RANGKA

1

Pasang Plafond Gypsum 9 mm ex. Elephant

40.25

M

2

64,533.00

2,597,453.25

2.17

2 Pasang List Profil Gypsum Ruangan

56.75

M'

16,170.00

917,647.50

0.77

3

Pasang Plafond Kalsiboard (Tritisan)

12.77

M

2

64,533.00

824,086.41

0.69

4,339,187.16

3.62

VIII. PEKERJAAN PINTU DAN JENDELA

1 Kusen

Aluminium

4"

coklat

60.45

M'

55,000.00

3,324,750.00

2.78

2

Tatapan

Pintu

20.10

M'

10,000.00

201,000.00

0.17

3

Daun

Pintu

Panil

4.00

lbr

1,350,000.00

5,400,000.00

4.51

4

Daun

Pintu

PVC

1.00

lbr

250,000.00

250,000.00

0.21

5

Daun Jendela Aluminium + Kaca Bening 5mm

7.00

lbr

450,000.00

3,150,000.00

2.63

6

Daun Jendela Aluminium + Kaca Bening 5mm BV

1.00

lbr

325,000.00

325,000.00

0.27

7

Kaca

mati

5mm

1.60

bh

74,079.75

118,527.60

0.10

8

Pekerjaan Aksesoris Pintu dan Jendela :

a. Engsel Pintu (per pintu 3 bh/1,5 Pasang) ex Sobar

6.00

psng

35,000.00

210,000.00

0.18

b. Kunci Tanam 2x Slag Pintu Ruangan ex. SES

4.00

bh

105,000.00

420,000.00

0.35

c. Handle Pintu Ruangan ex. Dexon

4.00

bh

60,000.00

240,000.00

0.20

d.

Door

Stoper

ex.

Gerber

4.00

bh

22,500.00

90,000.00

0.08

13,729,277.60

11.47

IX. PEKERJAAN PENGECATAN

1 Pengecatan tembok ext mowilex

86.71

m

3

15,669.48

1,358,700.18

1.14

2

Pengecatan tembok interior Eco Emulsion

144.58

m

2

11,070.10

1,600,515.06

1.34

3

Pengecatan plafond 3 x sapu Maxilite

59.04

m

2

7,177.60

423,765.50

0.35

4 Melamin

daun

pintu

panil

13.86

m

2

65,000.00

900,900.00

0.75

5 Cat Lis Plafond Gypsum ex. Maxilite

56.75

m

1

1,500.00

85,125.00

0.07

6

Coating Batu Alam ex. Propan Stone Care

5.42

m

2

13,137.00

71,202.54

0.06

7 Compound

Plat

Leufel

6.02

m

2

15,000.00

90,300.00

0.08

Halaman 33/42

harga satuan

JUMLAH

BOBOT

(Rp)

(Rp)

%

RENCANA ANGGARAN BIAYA (KESELURUHAN)

PROYEK RUMAH TINGGAL TYPE 46/90 M2 (Bpk. REDY)

SAT

NO

URAIAN

PEKERJAAN

Volume

9 Pengecatan

listplank

18.50

m

2

6,064.50

112,193.25

0.09

5,102,067.93

4.26

X. PEKERJAAN LAIN-LAIN

1 Pasang Lampu Taman ex. Zetalux

2.00

bh

155,000.00

310,000.00

0.26

2 Pasang Lampu Fitting SL ex. Philips

7.00

bh

40,000.00

280,000.00

0.23

3 Pasang

Lampu

Halogen

2.00

bh

75,000.00

150,000.00

0.13

4 Pasang Saklar Tunggal ex.Clipsal

3.00

bh

15,000.00

45,000.00

0.04

5 Pasang Saklar Ganda ex.Clipsal

4.00

bh

20,000.00

80,000.00

0.07

6 Pasang

Stop

Kontak

ex.Broco

5.00

bh

20,000.00

100,000.00

0.08

7

Pasang Titik Lampu + Stop Kontak ex. Supreme

16.00

bh

75,000.00

1,200,000.00

1.00

8 Pasang

Panel

MCB

6

Group

1.00

bh

300,000.00

300,000.00

0.25

9 Pasang Stop Kontak AC ex.Broco

2.00

bh

45,000.00

90,000.00

0.08

10 Pasang Socket Telepon + Instalasi

1.00

bh

70,000.00

70,000.00

0.06

11 Pasang Socket Antene TV + Instalasi

1.00

bh

70,000.00

70,000.00

0.06

12 Monoblok + Jet

Shower ex.HCG

1.00

bh

1,350,000.00

1,350,000.00

1.13

13 Kran

Tempel

Plastik

2.00

bh

30,000.00

60,000.00

0.05

14

Wash

bak

1.00

bh

225,000.00

225,000.00

0.19

15

Kran

Bebek

dapur

1.00

bh

100,000.00

100,000.00

0.08

16 Kran Shower dingin ex. Washer

1.00

bh

350,000.00

350,000.00

0.29

17

Floor

Drain

1.00

bh

32,500.00

32,500.00

0.03

18 Pipa PVC diameter 4" D ex. Wafin

13.00

M'

29,000.00

377,000.00

0.31

19 Pipa PVC diameter 3" D ex. Wafin

30.00

M'

19,000.00

570,000.00

0.48

20 Pipa PVC diameter 3/4" D ex. Maspion AW

29.00

M'

9,000.00

261,000.00

0.22

21 Pipa PVC diameter 1/2" D ex. Maspion AW

15.00

M'

7,000.00

105,000.00

0.09

22 Bak Tandon Air 3000 Lt (bawah)

1.00

M'

3,000,000.00

3,000,000.00

2.51

23 Septictank

&

Peresapan

1.00

bh

1,600,000.00

1,600,000.00

1.34

24

Pompa

Air

Shimizu

1.00

bh

450,000.00

450,000.00

0.38

25

Bak

Kontrol

2.00

bh

60,000.00

120,000.00

0.10

26 Pembersihan

Akhir

90.00

M

2

2,643.75

237,937.50

0.20

11,533,437.50

9.63

TOTAL

BIAYA

PEKERJAAN

119,704,261.90

100.00

Halaman 34/42

harga satuan

JUMLAH

BOBOT

(Rp)

(Rp)

%

RENCANA ANGGARAN BIAYA (KESELURUHAN)

PROYEK RUMAH TINGGAL TYPE 46/90 M2 (Bpk. REDY)

SAT

NO.

NILAI

BOBOT

I. PEKERJAAN PERSIAPAN

Rp.

4,788,090.00

4.00

II. PEKERJAAN PONDASI

Rp.

10,955,860.35

9.15

III. PEK. BETON BERTULANG Ad. 1:2:3

Rp.

18,672,234.80

15.60

IV. PEKERJAAN DINDING DAN PLESTERAN

Rp.

30,462,298.63

25.45

V. PEKERJAAN LANTAI

Rp.

7,694,052.18

6.43

VI. PEKERJAAN ATAP

Rp.

12,427,755.75

10.38

VII. PEKERJAAN PLAFOND DAN RANGKA

Rp.

4,339,187.16

3.62

VIII. PEKERJAAN PINTU DAN JENDELA

Rp.

13,729,277.60

11.47

IX. PEKERJAAN PENGECATAN

Rp.

5,102,067.93

4.26

X. PEKERJAAN LAIN-LAIN

Rp.

11,533,437.50

9.63

JUMLAH

Rp.

119,704,261.90

100

Total Biaya Konstruksi Gedung Rp. 119,704,261.90

Semarang, Agustus 2011

Dibuat Oleh :

Ali Muhtarom, ST

PROYEK RUMAH TINGGAL TYPE 46/90 M2 (Bpk. REDY)

PEKERJAAN

REKAPITULASI RAB

BANGKA

Hal 36/42

I PEKERJAAN PONDASI

1 Pasang Bowplank 42.00 m1 Papan cor 0.200 8.40 lbr

Usuk cor 4/6 0.600 25.20 btg

Paku 0.100 4.20 kg

2 Urugan Pasir Bawah Pondasi 4.95 m3 Pasir Urug 1.200 5.94 m3

3 Anstamping Batu belah m3 Batu Kali 1.100 0.00 m3

Pasir urug 0.500 0.00 m3

4 Pas Pondasi Batu Kali 1:8 21.75 m3 Batu Kali 1.200 26.10 m3

Semen 2.400 52.20 zag

Pasir 0.760 16.53 m3

II PEKERJAAN BETON BERTULANG

1 Pondasi voet plat besar m3 Kericak 0.820 0.00 m3

Pasir 0.490 0.00 m3 Semen 7.896 0.00 zag Bendrat 2.077 0.00 kg Paku 2.660 0.00 kg Papan cor 4.442 0.00 lbr Besi 11,3 23.126 0.00 btg Besi 5,6 3.169 0.00 btg

2 Pondasi voet plat kecil m3 Kericak 0.820 0.00 m3

Pasir 0.490 0.00 m3 Semen 7.896 0.00 zag Bendrat 2.077 0.00 kg Paku 2.660 0.00 kg Papan cor 4.442 0.00 lbr Besi 9,5 13.581 0.00 btg Besi 4,9 4.167 0.00 btg

3 Sloof praktis 15/20 1.940 m3 Kericak 0.820 1.59 m3

Pasir 0.490 0.95 m3 Semen 7.896 15.32 zag Bendrat 2.077 4.03 kg Paku 2.660 5.16 kg Papan cor 11.108 21.55 lbr Besi 9,5 11.112 21.56 btg Besi 4,9 7.500 14.55 btg

4 Sloof struktur m3 Kericak 0.820 0.00 m3

Pasir 0.490 0.00 m3 Semen 7.896 0.00 zag Bendrat 2.077 0.00 kg Paku 2.660 0.00 kg Papan cor 11.108 0.00 lbr Besi 11,3 11.112 0.00 btg Besi 5,6 7.112 0.00 btg

5 Kolom Struktur besar m3 Kericak 0.820 0.00 m3

Pasir 0.490 0.00 m3 Semen 7.896 0.00 zag Bendrat 1.976 0.00 kg Paku 2.660 0.00 kg Papan cor 11.108 0.00 lbr Besi 11,3 14.815 0.00 btg Besi 5,6 7.831 0.00 btg

6 Kolom Struktur 15/20 m3 Kericak 0.820 0.00 m3

Pasir 0.490 0.00 m3

Semen 7.896 0.00 zag

Bendrat 1.976 0.00 kg

Paku 3.556 0.00 kg

Papan cor 11.108 0.00 lbr

URAIAN BAHAN BANGUNAN

PROYEK RUMAH TINGGAL TYPE 46/90 M2 (Bpk. REDY)

SATUAN

NO URAIAN PEKERJAAN VOLUME JENIS BAHAN & TNG

KERJA

JUMLAH BAHAN

SATUAN SATUAN

Hal 37/42

I PEKERJAAN PONDASI

URAIAN BAHAN BANGUNAN

PROYEK RUMAH TINGGAL TYPE 46/90 M2 (Bpk. REDY)

SATUAN

NO URAIAN PEKERJAAN VOLUME JENIS BAHAN & TNG

KERJA JUMLAH BAHAN SATUAN SATUAN BHN Besi 9,5 11.112 0.00 btg Besi 4,9 7.500 0.00 btg 7 Tiang Praktis 15/15 2.160 m3 Kericak 0.820 1.77 m3

Pasir 0.490 1.06 m3 Semen 7.896 17.06 zag Bendrat 1.976 4.27 kg Paku 3.556 7.68 kg Papan cor 14.809 31.99 lbr Besi 8,3 14.815 32.00 btg Besi 4,9 8.150 17.60 btg

8 Balok Struktur m3 Kericak 0.820 0.00 m3

Pasir 0.490 0.00 m3 Semen 7.896 0.00 zag Bendrat 1.976 0.00 kg Paku 3.556 0.00 kg Usuk 4/6 11.111 0.00 btg Papan cor 9.854 0.00 lbr Besi 11,3 12.963 0.00 btg Besi 5,6 7.831 0.00 btg

9 Ringbalk 2.370 m3 Kericak 0.820 1.94 m3

Pasir 0.490 1.16 m3 Semen 7.896 18.71 zag Bendrat 1.976 4.68 kg Paku 3.556 8.43 kg Usuk 4/6 8.333 19.75 btg Papan cor 14.809 35.10 lbr Besi 9,5 11.112 26.34 btg Besi 4,9 7.500 17.78 btg

10 BalokLatey 0.400 m3 Kericak 0.820 0.33 m3

Pasir 0.490 0.20 m3 Semen 7.896 3.16 zag Bendrat 1.976 0.79 kg Paku 3.556 1.42 kg Usuk 4/6 2.833 1.13 btg Papan cor 14.809 5.92 lbr Besi 8,3 14.815 5.93 btg Besi 4,9 8.149 3.26 btg 11 Plat lantai beton t=12cm m3 Kericak 0.820 0.00 m3

Pasir 0.490 0.00 m3 Semen 7.896 0.00 zag Bendrat 0.780 0.00 kg Paku 2.000 0.00 kg Usuk 4/6 8.333 0.00 btg Papan cor 6.944 0.00 lbr Besi 9,5 11.112 0.00 btg 12 Plat atap beton t=10cm m3 Kericak 0.820 0.00 m3

Pasir 0.490 0.00 m3 Semen 7.896 0.00 zag Bendrat 0.780 0.00 kg Paku 4.000 0.00 kg Usuk 4/6 3.907 0.00 btg Papan cor 8.330 0.00 lbr Besi 8,3 11.112 0.00 btg 13 Plat tangga beton t=12cm m3 Kericak 0.820 0.00 m3

Pasir 0.490 0.00 m3

Semen 7.896 0.00 zag

Hal 38/42

I PEKERJAAN PONDASI

URAIAN BAHAN BANGUNAN

PROYEK RUMAH TINGGAL TYPE 46/90 M2 (Bpk. REDY)

SATUAN

NO URAIAN PEKERJAAN VOLUME JENIS BAHAN & TNG

KERJA JUMLAH BAHAN SATUAN SATUAN BHN Paku 4.000 0.00 kg Usuk 4/6 3.907 0.00 btg Papan cor 6.940 0.00 lbr Besi 9,5 13.283 0.00 btg

14 Leufel dan Plat Dapur t=8 0.570 m3 Kericak 0.820 0.47 m3

Pasir 0.490 0.28 m3 Semen 7.896 4.50 zag Bendrat 0.780 0.44 kg Paku 4.000 2.28 kg Usuk 4/6 3.907 2.23 btg Papan cor 8.330 4.75 lbr Besi 8,3 10.940 6.24 btg

15 Beton Tumbuk m3 Kericak 0.910 0.00 m3

Pasir 0.540 0.00 m3

Semen 5.675 0.00 zag

III PEKERJAAN DINDING DAN PLESTERAN

1 Pas. dinding bata ad 1:8 229.97 m2 Batu Bata 77.000 17,707.69 buah

Semen 0.270 62.09 zag

Pasir 0.045 10.35 m3

2 Plesteran Dinding bata ad 1:8 442.62 m2 Semen 0.195 86.31 zag

Pasir 0.027 11.86 m3

IV PEKERJAAN LANTAI

1 Rabat Beton Tumbuk 1:3:5 t=5 2.50 m3 Grosok 0.000 0.00 m3

Semen 5.675 14.19 zag

2 Pas. keramik lantai 50/50 ruangan 1:8 m2 Keramik 50/50 4.000 0.00 lbr

Semen 0.203 0.00 zag

Pasir 0.032 0.00 m3

3 Pas. keramik lantai 40/40 ruangan 1:8 41.37 m2 Keramik 40/40 6.250 258.56 lbr

Semen 0.203 8.40 zag

Pasir 0.032 1.33 m3

4 Pas. keramik lantai 33,3/33,3 teras 1:8 5.85 m2 Keramik 33,3/33,3 9.183 53.72 doz

Semen 0.203 1.19 zag

Pasir 0.032 0.19 m3

5 Pas. lantai tangga,teras 30/30 1:8 m2 Keramik 30/30 11.111 0.00 lbr

Semen 0.203 0.00 zag

Pasir 0.032 0.00 m3

6 Pas. keramik lantai 25/25 KM/WC 2.62 m2 Keramik 25/25 16.000 41.92 lbr

Semen 0.203 0.53 zag

Pasir 0.032 0.08 m3

7 Pas. keramik dinding 25/33 KM/WC 10.40 m2 Keramik 25/33 12.121 126.06 doz

Semen 0.203 2.11 zag

Pasir 0.032 0.33 m3

8 Pas. Keramik lantai 20/20 KM/WC m2 Keramik 20/20 25.000 75.00 lbr

Semen 0.203 0.61 zag

Pasir 0.032 0.10 m3

9 Pas. Keramik dinding 20/25 KM/WC m2 Keramik 20/25 20.000 0.00 lbr

Semen 0.203 0.00 zag

Pasir 0.032 0.00 m3

10 Pas. Keramik dinding 20/20 dapur 3.00 m2 Keramik 20/20 25.000 75.00 lbr

Semen 0.203 0.61 zag

Pasir 0.032 0.10 m3

7 Pas. Lis 6/25 KM/WC 5.20 m1 Lis 6/25 4.000 20.80 bh

Semen 0.012 0.06 zag

Pasir 0.002 0.01 m3

7 Pas. Lis 6/20 KM/WC m1 Lis 6/20 5.000 0.00 bh