Tabel Perhitungan RAB

(1)

Tuga

Tugas

s :

:

Tuga

Tugas

s Taha

Tahap

p 2

2 Mana

Manajemen

jemen Konst

Konstruks

ruksii

Na

Nama

ma :

:

Joh

Johan

an Mor

Morris

rish

h Ka

Kabua

buaran

ran

NI

NIM

M :

:

03 0301

0113

1381

8132

3200

0049

49 B

Ba

ah

ha

an

n

U

Up

pa

ah

h

II

Pekerjaan Persiapan

A. Pembersihan Lahan dan Perataan (m2)

m2

Tenaga

Pekerja Pekerja

o

orrg

g

0 0..1

1 R

Rp

p7

70 0,,0

00

00 0..0

00

0 R

Rp

p7

7,,0

00

00 0..0

00

0

Mandor Mandor

o

orrg

g

0 0..0

05

5 R

Rp

p1

12

20 0,,0

00

00 0..0

00

0 R

Rp

p6

6,,0

00

00 0..0

00

0 Rp13,000

Rp13,000

B. Pembuatan

B. Pembuatan Gudang/Bede

Gudang/Bedeng Sementara

ng Sementara

m2

B

Ba

allo

ok

k K

Ka

ayyu

u B

Bo

orrn

ne

eo

o a

atta

au

u sse

etta

arra

a 1

10 0//6

6 m

m3

3

0 0..0

01

15

53

3 Rp

R

p5

5,,2

28

80 0,,0

00

00 0..0

00

0 R

Rp

p8

80 0,,7

78

84 4..0

00

0 B

Ba

allo

ok

k K

Ka

ayyu

u B

Bo

orrn

ne

eo

o a

atta

au

u sse

etta

arra

a 5

5//7

7 m

m3

3

0 0..0

02

28

8 Rp

R

p5

5,,2

28

80 0,,0

00

00 0..0

00

0 R

Rp

p1

14

47 7,,8

84

40 0..0

00

0 T

Trriip

plle

ekks

s

4

4 m

mm

m

m2

2

0 0..0

03

3 Rp

R

p6

60 0,,0

00

00 0..0

00

0 R

Rp

p1

1,,8

80

00 0..0

00

0 A

Assb

be

es

s

m

m2

2

0 0..0

04

45

5 R

Rp

p3

38 8,,0

00

00 0..0

00

0 R

Rp

p1

1,,7

71

10 0..0

00

0 P

Pa

akku

u

K

Kg

g

0 0..2

25

5 R

Rp

p1

15 5,,0

00

00 0..0

00

0 R

Rp

p3

3,,7

75

50 0..0

00

0 T

Tu

ukka

an

ng

g

K

Ka

ayyu

u

o

orrg

g

0 0..8

8 R

Rp

p1

10

00 0,,0

00

00 0..0

00

0 Rp

R

p8

80 0,,0

00

00 0..0

00

0 P

Pe

ekke

errjja

a

o

orrg

g

0 0..1

15

5 R

Rp

p7

70 0,,0

00

00 0..0

00

0 R

Rp

p1

10 0,,5

50

00 0..0

00

0 Rp326,384

Rp326,384

C. Pemasangan Bouw Plank

m

Kayu meranti 5/7

Kayu meranti 5/7 mm33 0.01200.0120 Rp2,200,000.00Rp2,200,000.00

Rp26,400.00

P

Paakkuurreenngg kkgg 0..000220000 Rp14,000.00Rp14,000.00

Rp280.00

Kayu meranti papan 3/20

Kayu meranti papan 3/20 mm33 0.00700.0070 Rp2,800,000.00Rp2,800,000.00

Rp19,600.00

Tukang kayu

org

0.10000.1000 Rp100,000.00Rp100,000.00

Rp10,000.00

Kepala tukang kayu

org

0.01000.0100 Rp110,000.00Rp110,000.00

Rp1,100.00

Pekerja

org

0.10000.1000 Rp70,000.00Rp70,000.00

Rp7,000.00

Mandor

org

0.00500.0050 Rp120,000.00Rp120,000.00

Rp600.00

Rp64,980

D. Pembuatan Pagar Sementara, Seng

D. Pembuatan Pagar Sementara, Seng Gelombang, 2mGelombang, 2m

m

Bahan Bahan

,,

D Doollkkeen n kkaayyu u Ø Ø 8 8 - - 1100//44000 0 ccm m bttgbg 11..22550000 Rp10,000.00Rp10,000.00

Rp12,500.00

Total

Analisa Harga Satuan

N

No

o

JJe

en

niis

s

P

Pe

ek

ke

errjja

aa

an

n

S

Sa

att

IIn

nd

de

ek

kss

Harga Satuan

Total Harga Satuan

Tenaga

Bahan

Tenaga Tenaga

Total

S SeemmeennPPoorrttllaanndd kkgg 22..55000000 Rp1,240.00Rp1,240.00

Rp3,100.00

S Seenng g ggeelloommbbaanng g 22""--55" " BBJJLLS S 2424 llbbrr 11..22000000 Rp47,000.00Rp47,000.00

Rp56,400.00

Pasir beton Pasir beton mm33 _0.0050_0.0050 _Rp120,000.00_Rp120,000.00

_Rp600.00

Kerikil beton Kerikil beton mm33 0.00900.0090 Rp220,000.00Rp220,000.00

Rp1,980.00

Kaso 5/7 kayu meranti

Kaso 5/7 kayu meranti mm33 0.02500.0250 Rp2,200,000.00Rp2,200,000.00

Rp55,000.00

P Paakkuubbiiaassaa22""--55"" kkgg 00..00660000 Rp23,400.00Rp23,400.00

Rp1,404.00

M Meenniibbeessii kkgg 0..404000000 Rp17,500.00Rp17,500.00

Rp7,000.00

Tenaga Tenaga T Tuukkaannggkkaayyuu oorrgg 00..22000000 Rp100,000.00Rp100,000.00

Rp20,000.00

K

Keeppaallaattuukkaannggkkaayyuu oorrgg 00..00220000 Rp110,000.00Rp110,000.00

Rp2,200.00

P Peekkeerrjjaa oorrgg 00..44000000 Rp70,000.00Rp70,000.00

Rp28,000.00

M Maannddoorr oorrgg 00..00220000 Rp120,000.00Rp120,000.00

Rp2,400.00

190584

II

Pekerjaan TanahPekerjaan Tanah A. Galian Tanah A. Galian Tanah

m3

Tenaga

P Peekkeerrjjaa oorrgg 00..77550000

R

Rp

p7

70 0,,0

00

00 0..0

00

0 R

Rp

p5

52 2,,5

50

00 0..0

00

0

M Maannddoorr oorrgg 00..00440000

R

Rp

p1

12

20 0,,0

00

00 0..0

00

0 R

Rp

p4

4,,8

80

00 0..0

00

0 Total

Total

57,300.0000

B. Urug kembali Galian Tanah

m3

Tenaga

Pekerja Pekerja

o

orrg

g

0 0..1

19

9 R

Rp

p7

70 0,,0

00

00 0..0

00

0

1

13

33

30

00

0

Mandor Mandor

o

orrg

g

0 0..0

01

19

9 R

Rp

p1

12

20 0,,0

00

00 0..0

00

0

2

22

28

80

0 Total

Total

15580

C. Urugan Pasir Bawah Pondasi (m³)

C. Urugan Pasir Bawah Pondasi (m³) m3m3

Bahan Bahan P PaassiirrUUrruugg M³³M 11..220000 RRpp110000,,000000..0000 RRpp112200,,000000..0000 Tenaga Tenaga

Total

(2)

Rp3,100.00

Rp56,400.00

_Rp600.00

Rp1,980.00

Rp55,000.00

Rp1,404.00

Rp7,000.00

Rp20,000.00

K

Rp2,200.00

Rp28,000.00

Rp2,400.00

190584

II

m3

Tenaga

R

Rp

p7

70 0,,0

00

00 0..0

00

0 R

Rp

p5

52 2,,5

50

00 0..0

00

0 R

Rp

p1

12

20 0,,0

00

00 0..0

00

0 R

Rp

p4

4,,8

80

00 0..0

00

0 Total

Total

57,300.0000

B. Urug kembali Galian Tanah

m3

Tenaga

Pekerja Pekerja

o

orrg

g

0 0..1

19

9 R

Rp

p7

70 0,,0

00

00 0..0

00

0

1

13

33

30

00

0

Mandor Mandor

o

orrg

g

0 0..0

01

19

9 R

Rp

p1

12

20 0,,0

00

00 0..0

00

0

2

22

28

80

0 Total

Total

15580

Bahan Bahan P PaassiirrUUrruugg M³³M 11..220000 RRpp110000,,000000..0000 RRpp112200,,000000..0000 Tenaga Tenaga P Peekkeerrjjaa OOrrgg 00..330000 RRpp7700,,000000..0000 RRpp1100,,880000..0000 M Maannddoorr OOrrgg 00..001100 RRpp112200,,000000..0000 RRpp440000..0000 Total Total Rp131,200.00Rp131,200.00

III

Pekerjaan PondasiPekerjaan Pondasi

A. Pasangan Pondasi Batu Belah

A. Pasangan Pondasi Batu Belah 15/20, 1 : 3

15/20, 1 : 3 :5

:5

m3

Bahan

Batu belah (hitam) 15/20 cm

Batu belah (hitam) 15/20 cm mm33 1.20001.2000 Rp165,000.00Rp165,000.00

Rp198,000.00

Rp117,800.00

Kapurr pasang Kapurr pasang mm33 0.23000.2300 Rp72,500.00Rp72,500.00

Rp16,675.00

Pasir pasang Pasir pasang mm33 0.50000.5000 Rp120,000.00Rp120,000.00

Rp60,000.00

Tenaga Tenaga

Total

Tukang batu

org

0.60000.6000 Rp100,000.00Rp100,000.00

Rp60,000.00

Kepala tukang batu

org

0.06000.0600 Rp110,000.00Rp110,000.00

Rp6,600.00

Pekerja

org

1.50001.5000 Rp70,000.00Rp70,000.00

Rp105,000.00

Mandor

org

0.07500.0750 Rp120,000.00Rp120,000.00

Rp9,000.00

Total

Rp573,075.00

IV

Pekerjaan DindingPekerjaan Dinding

A. Pasangan Bata Merah, t = 1/2 bata 1PC : 4Ps

m2

Bahan

B Baattaammeerraahh55xx1111xx2222ccmm bbhh 7700..00000000 Rp800.00Rp800.00

Rp56,000.00

P PCC kkgg 1111..55000000 Rp1,240.00Rp1,240.00

Rp14,260.00

Semen Portland Semen Portland mm33 _0.0430_0.0430 _Rp120,000.00_Rp120,000.00

_Rp5,160.00

Tenaga Tenaga T Tuukkaannggbbaattuu oorrgg 00..11000000 Rp100,000.00Rp100,000.00

Rp10,000.00

K

Keeppaallaattuukkaannggbbaattuu orrgog 00..00110000 Rp110,000.00Rp110,000.00

Rp1,100.00

R

Rp

p7

70 0,,0

00

00 0..0

00

0 R

Rp

p2

22 2,,4

40

00 0..0

00

0 R

Rp

p1

12

20 0,,0

00

00 0..0

00

0 R

Rp

p1

1,,8

80

00 0..0

00

0 Total

Total

Rp110,720.00

V

Pekerjaan PlesteranPekerjaan Plesteran

A. Plesteran dinding, t=15mm 1 PC : 4 Ps A. Plesteran dinding, t=15mm 1 PC : 4 Ps

m2

Bahan

Rp7,737.60

Pasir pasang Pasir pasang mm33 _0.0200_0.0200 _Rp120,000.00_Rp120,000.00

_Rp2,400.00

Tenaga

Tukang batu

org

0.15000.1500 Rp100,000.00Rp100,000.00

Rp15,000.00

Kepala tukang batu

org

0.01500.0150 Rp110,000.00Rp110,000.00

Rp1,650.00

Pekerja

org

0.20000.2000 Rp70,000.00Rp70,000.00

Rp14,000.00

Mandor

org

0.01000.0100 Rp120,000.00Rp120,000.00

Rp1,200.00

Total

(3)

Rp3,100.00

Rp56,400.00

_Rp600.00

Rp1,980.00

Rp55,000.00

Rp1,404.00

Rp7,000.00

Rp20,000.00

K

Rp2,200.00

Rp28,000.00

Rp2,400.00

190584

II

m3

Tenaga

R

Rp

p7

70 0,,0

00

00 0..0

00

0 R

Rp

p5

52 2,,5

50

00 0..0

00

0 R

Rp

p1

12

20 0,,0

00

00 0..0

00

0 R

Rp

p4

4,,8

80

00 0..0

00

0 Total

Total

57,300.0000

B. Urug kembali Galian Tanah

m3

Tenaga

Pekerja Pekerja

o

orrg

g

0 0..1

19

9 R

Rp

p7

70 0,,0

00

00 0..0

00

0

1

13

33

30

00

0

Mandor Mandor

o

orrg

g

0 0..0

01

19

9 R

Rp

p1

12

20 0,,0

00

00 0..0

00

0

2

22

28

80

0 Total

Total

15580

Bahan Bahan P PaassiirrUUrruugg M³³M 11..220000 RRpp110000,,000000..0000 RRpp112200,,000000..0000 Tenaga Tenaga P Peekkeerrjjaa OOrrgg 00..330000 RRpp7700,,000000..0000 RRpp1100,,880000..0000 M Maannddoorr OOrrgg 00..001100 RRpp112200,,000000..0000 RRpp440000..0000 Total Total Rp131,200.00Rp131,200.00

III

Pekerjaan PondasiPekerjaan Pondasi

A. Pasangan Pondasi Batu Belah

A. Pasangan Pondasi Batu Belah 15/20, 1 : 3

15/20, 1 : 3 :5

:5

m3

Bahan

Batu belah (hitam) 15/20 cm

Batu belah (hitam) 15/20 cm mm33 1.20001.2000 Rp165,000.00Rp165,000.00

Rp198,000.00

Rp117,800.00

Kapurr pasang Kapurr pasang mm33 0.23000.2300 Rp72,500.00Rp72,500.00

Rp16,675.00

Pasir pasang Pasir pasang mm33 0.50000.5000 Rp120,000.00Rp120,000.00

Rp60,000.00

Tenaga Tenaga

Total

Tukang batu

org

0.60000.6000 Rp100,000.00Rp100,000.00

Rp60,000.00

Kepala tukang batu

org

0.06000.0600 Rp110,000.00Rp110,000.00

Rp6,600.00

Pekerja

org

1.50001.5000 Rp70,000.00Rp70,000.00

Rp105,000.00

Mandor

org

0.07500.0750 Rp120,000.00Rp120,000.00

Rp9,000.00

Total

Rp573,075.00

IV

m2

Bahan

Rp56,000.00

P PCC kkgg 1111..55000000 Rp1,240.00Rp1,240.00

Rp14,260.00

_Rp5,160.00

Rp10,000.00

K

Rp1,100.00

R

Rp

p7

70 0,,0

00

00 0..0

00

0 R

Rp

p2

22 2,,4

40

00 0..0

00

0 R

Rp

p1

12

20 0,,0

00

00 0..0

00

0 R

Rp

p1

1,,8

80

00 0..0

00

0 Total

Total

Rp110,720.00

V

m2

Bahan

Rp7,737.60

_Rp2,400.00

Tenaga

Tukang batu

org

0.15000.1500 Rp100,000.00Rp100,000.00

Rp15,000.00

Kepala tukang batu

org

0.01500.0150 Rp110,000.00Rp110,000.00

Rp1,650.00

Pekerja

org

0.20000.2000 Rp70,000.00Rp70,000.00

Rp14,000.00

Mandor

org

0.01000.0100 Rp120,000.00Rp120,000.00

Rp1,200.00

Total

(4)

Tukang batu

org

0.60000.6000 Rp100,000.00Rp100,000.00

Rp60,000.00

Kepala tukang batu

org

0.06000.0600 Rp110,000.00Rp110,000.00

Rp6,600.00

Pekerja

org

1.50001.5000 Rp70,000.00Rp70,000.00

Rp105,000.00

Mandor

org

0.07500.0750 Rp120,000.00Rp120,000.00

Rp9,000.00

Total

Rp573,075.00

IV

m2

Bahan

Rp56,000.00

P PCC kkgg 1111..55000000 Rp1,240.00Rp1,240.00

Rp14,260.00

_Rp5,160.00

Rp10,000.00

K

Rp1,100.00

R

Rp

p7

70 0,,0

00

00 0..0

00

0 R

Rp

p2

22 2,,4

40

00 0..0

00

0 R

Rp

p1

12

20 0,,0

00

00 0..0

00

0 R

Rp

p1

1,,8

80

00 0..0

00

0 Total

Total

Rp110,720.00

V

m2

Bahan

Rp7,737.60

_Rp2,400.00

Tenaga

Tukang batu

org

0.15000.1500 Rp100,000.00Rp100,000.00

Rp15,000.00

Kepala tukang batu

org

0.01500.0150 Rp110,000.00Rp110,000.00

Rp1,650.00

Pekerja

org

0.20000.2000 Rp70,000.00Rp70,000.00

Rp14,000.00

Mandor

org

0.01000.0100 Rp120,000.00Rp120,000.00

Rp1,200.00

Total

Rp41,987.60

B. Acian Dinding B. Acian Dinding

m2

Bahan Bahan Portland Cement Portland Cement

Kg

3.50003.5000 Rp1,240.00Rp1,240.00

Rp4,340.00

Tenaga Tenaga Tukang batu

Tukang batu

org

0.03300.0330 Rp100,000.00Rp100,000.00

Rp3,300.00

Kep. Tk. Batu

org

0.00330.0033 Rp110,000.00Rp110,000.00

Rp363.00

Pekerja

org

0.07000.0700 Rp70,000.00Rp70,000.00

Rp4,900.00

Mandor

org

0.00350.0035 Rp120,000.00Rp120,000.00

Rp420.00

Total

Rp13,323.00

VI

Pekerjaan BetonPekerjaan Beton

A. Membuat sloof Beton Bertulang (200Kg besi+bekisting) (m³)

A. Membuat sloof Beton Bertulang (200Kg besi+bekisting) (m³) m3m3

Bahan

KayuTerentang M³ 0.270 Rp2,850,000.00 Rp769,500.00

PakuBiasa2"-5" Kg 2.000 Rp23,400.00 Rp46,800.00

MinyakBekisting Lt 0.600 Rp11,500.00 Rp6,900.00

BesiBetonpolos Kg 210.000 Rp16,500.00 Rp3,465,000.00

KawatBeton Kg 3.000 Rp27,000.00 Rp81,000.00 SemenPortland Kg 336.000 Rp1,240.00 Rp416,640.00 PasirBeton M³ 0.540 Rp120,000.00 Rp64,800.00 KoralBeton M³ 0.810 Rp220,000.00 Rp178,200.00 Tenaga Pekerja org 5.650 Rp70,000.00 Rp395,500.00

TukangBatu org 0.350 Rp100,000.00 Rp35,000.00

TukangKayu org 1.560 Rp100,000.00 Rp156,000.00

TukangBesi org 1.400 Rp100,000.00 Rp140,000.00

KepalaTukang org 0.331 Rp110,000.00 Rp36,410.00

Mandor org 0.170 Rp120,000.00 Rp20,400.00

Total Rp5,812,150.00

B. Membuat Kolom Beton PraktisBertulang (300kg+bekisting) (m³) m3 Bahan

KayuTerentang M³ 0.400 Rp2,850,000.00 Rp1,140,000.00

KawatBeton Kg 4.500 Rp27,000.00 Rp121,500.00

SemenPortland Kg 336.000 Rp1,240.00 Rp416,640.00

PasirBeton M³ 0.540 Rp120,000.00 Rp64,800.00

KoralBeton M³ 0.810 Rp220,000.00 Rp178,200.00

(5)

Bahan

KayuTerentang M³ 0.270 Rp2,850,000.00 Rp769,500.00

KawatBeton Kg 3.000 Rp27,000.00 Rp81,000.00 SemenPortland Kg 336.000 Rp1,240.00 Rp416,640.00 PasirBeton M³ 0.540 Rp120,000.00 Rp64,800.00 KoralBeton M³ 0.810 Rp220,000.00 Rp178,200.00 Tenaga Pekerja org 5.650 Rp70,000.00 Rp395,500.00

Mandor org 0.170 Rp120,000.00 Rp20,400.00

Total Rp5,812,150.00

B. Membuat Kolom Beton PraktisBertulang (300kg+bekisting) (m³) m3

Bahan

KayuTerentang M³ 0.400 Rp2,850,000.00 Rp1,140,000.00

KawatBeton Kg 4.500 Rp27,000.00 Rp121,500.00 SemenPortland Kg 336.000 Rp1,240.00 Rp416,640.00 PasirBeton M³ 0.540 Rp120,000.00 Rp64,800.00 KoralBeton M³ 0.810 Rp220,000.00 Rp178,200.00 Plywood9mm Lbr 3.500 Rp95,000.00 Rp332,500.00 Dolken Kayu Ø 8-10/400 cm Btg 20.000 Rp25,000.00 Rp500,000.00 Tenaga Pekerja org 7.300 Rp70,000.00 Rp511,000.00

Mandor org 0.250 Rp120,000.00 Rp30,000.00

Total Rp8,995,940.00

C. Membuat Balok Beton Bertulang (15X15cm) (m³) m3

Bahan

Dolken Kayu Ø 8-10/400 cm Btg 20.000 Rp25,000.00 Rp500,000.00

MinyakBekisting Liter 1.600 Rp10,000.00 Rp16,000.00

KoralBeton M³ 0.810 Rp220,000.00 Rp178,200.00 Tenaga Pekerja Oh 6.350 Rp70,000.00 Rp444,500.00 TukangBatu Oh 0.270 Rp100,000.00 Rp27,000.00 TukangKayu Oh 0.650 Rp100,000.00 Rp65,000.00 TukangBesi Oh 1.400 Rp100,000.00 Rp140,000.00 KepalaTukang Oh 0.330 Rp110,000.00 Rp36,300.00 Mandor Oh 0.310 Rp120,000.00 Rp37,200.00 Total Rp5,506,020.00

VII

Pekerjaan Kayu

A. Membuat Kusen Pintu dan Jendela Kayu Bengkirai (m³) m3

Bahan

KayuBengkirai,balok m³ 1.200 Rp7,800,000.00 Rp9,360,000.00

Tenaga Pekerja Oh 6.000 Rp70,000.00 Rp420,000.00 TukangKayu Oh 18.000 Rp100,000.00 Rp1,800,000.00 KepalaTukang Oh 2.000 Rp110,000.00 Rp220,000.00 Mandor Oh 0.300 Rp120,000.00 Rp36,000.00 Total Rp11,836,000.00

B. Pasang Pintu Teakwood rangkap, rangka kayu jati

m2

Bahan

(6)

Dolken Kayu Ø 8-10/400 cm Btg 20.000 Rp25,000.00 Rp500,000.00

MinyakBekisting Liter 1.600 Rp10,000.00 Rp16,000.00

KoralBeton M³ 0.810 Rp220,000.00 Rp178,200.00 Tenaga Pekerja Oh 6.350 Rp70,000.00 Rp444,500.00 TukangBatu Oh 0.270 Rp100,000.00 Rp27,000.00 TukangKayu Oh 0.650 Rp100,000.00 Rp65,000.00 TukangBesi Oh 1.400 Rp100,000.00 Rp140,000.00 KepalaTukang Oh 0.330 Rp110,000.00 Rp36,300.00 Mandor Oh 0.310 Rp120,000.00 Rp37,200.00 Total Rp5,506,020.00

VII

Pekerjaan Kayu

A. Membuat Kusen Pintu dan Jendela Kayu Bengkirai (m³) m3 Bahan

KayuBengkirai,balok m³ 1.200 Rp7,800,000.00 Rp9,360,000.00

Tenaga Pekerja Oh 6.000 Rp70,000.00 Rp420,000.00 TukangKayu Oh 18.000 Rp100,000.00 Rp1,800,000.00 KepalaTukang Oh 2.000 Rp110,000.00 Rp220,000.00 Mandor Oh 0.300 Rp120,000.00 Rp36,000.00 Total Rp11,836,000.00

B. Pasang Pintu Teakwood rangkap, rangka kayu jati

m2

Bahan

Papan kayu jati lokal m3 0.0196 Rp8,200,000.00

Rp160,720.00

Pakubiasa1/2"-1" kg 0.0300 Rp8,000.00

Rp240.00

Lemkayu kg 0.3000 Rp11,000.00

Rp3,300.00

Teakwood4'x8'x4mm lbr 1.0000 Rp69,500.00

Rp69,500.00

Tenaga

Tukangkayu org 2.0000 Rp100,000.00

Rp200,000.00

Kepalatukangkayu org 0.2000 Rp110,000.00

Rp22,000.00

Pekerja org 0.6000 Rp70,000.00

Rp42,000.00

Mandor org 0.0300 Rp120,000.00

Rp3,600.00

Total

Rp501,360.00

C. Pasang Lisplang, kayu bengkirai

m

Bahan

Kayu bengkirai papan m3 0.0086 Rp6,000,000.00

Rp51,600.00

Pakubiasa2"-5" kg 0.0600 Rp23,400.00

Rp1,404.00

Tenaga

Rp10,000.00

Rp1,100.00

Rp7,000.00

Mandor org 0.0050 Rp120,000.00

Rp600.00

Total

Rp71,704.00

VIII

Pekerjaan Plafon

A. Langit-Langit Gypsum Board t=9mm, rangka hollow

m2

Bahan

Rangka hollow 4x4 cm m1 _4.5000 _Rp29,200.00

_Rp131,400.00

Gypsumboard9mm lbr 0.3600 Rp79,800.00

Rp28,728.00

Kasagypsum roll 0.0500 Rp10,000.00

Rp500.00

Tepunggypsum kg 0.4500 Rp3,500.00

Rp1,575.00

Alkasit kg 0.0030 Rp300,000.00

Rp900.00

Pakuskrup kg 0.1500 Rp10,000.00

Rp1,500.00

Kawat penggantung m1 _5.0000 _Rp500.00

_Rp2,500.00

Tenaga

Rp37,000.00

Rp4,070.00

Rp16,800.00

Mandor org 0.0120 Rp120,000.00

Rp1,440.00

Total

Rp226,413.00

IX

Pekerjaan Lantai

A. Urukan Pasir di bawah lantai

m3

(7)

Bahan

Kayu bengkirai papan m3 0.0086 Rp6,000,000.00

Rp51,600.00

Pakubiasa2"-5" kg 0.0600 Rp23,400.00

Rp1,404.00

Tenaga

Rp10,000.00

Rp1,100.00

Rp7,000.00

Mandor org 0.0050 Rp120,000.00

Rp600.00

Total

Rp71,704.00

VIII

Pekerjaan Plafon

A. Langit-Langit Gypsum Board t=9mm, rangka hollow

m2

Bahan

Rangka hollow 4x4 cm m1 _4.5000 _Rp29,200.00

_Rp131,400.00

Gypsumboard9mm lbr 0.3600 Rp79,800.00

Rp28,728.00

Kasagypsum roll 0.0500 Rp10,000.00

Rp500.00

Tepunggypsum kg 0.4500 Rp3,500.00

Rp1,575.00

Alkasit kg 0.0030 Rp300,000.00

Rp900.00

Pakuskrup kg 0.1500 Rp10,000.00

Rp1,500.00

Kawat penggantung m1 _5.0000 _Rp500.00

_Rp2,500.00

Tenaga

Rp37,000.00

Rp4,070.00

Rp16,800.00

Mandor org 0.0120 Rp120,000.00

Rp1,440.00

Total

Rp226,413.00

IX

Pekerjaan Lantai

A. Urukan Pasir di bawah lantai

m3

Bahan Pasirurug m3 1.2000 Rp100,000.00

Rp120,000.00

Tenaga Pekerja org 0.3000 Rp70,000.00

Rp21,000.00

Mandor org 0.0100 Rp120,000.00

Rp1,200.00

Total

Rp142,200.00

B. Memasang tegel Keramik bermotif 40 x 40

m2

Bahan

Tegel keramik Platinum, Strata Grey m2 1.0000 Rp63,500.00

Rp63,500.00

PC kg 4.0800 Rp1,240.00

Rp5,059.20

Pasir pasang m3 0.0090 Rp120,000.00

Rp1,080.00

Tenaga

Tukangbatu org 0.5000 Rp100,000.00

Rp50,000.00

Kep.Tk.Batu org 0.0500 Rp110,000.00

Rp5,500.00

Rp17,500.00

Mandor org 0.0125 Rp120,000.00

Rp1,500.00

Total

Rp144,139.20

X

Pekerjaan Atap baja Ringan

A. Memasang Rangka Atap baja Ringan

m3

bahan

Baja ringan, maintruss C-75-75

m

2.8 Rp72,000.00

Rp201,600.00

Reng

baja

Ringan

m

5.1 Rp36,000.00

Rp183,600.00

Truss

Screw

bh

25 Rp375.00

Rp9,375.00

Roof

batten

screw

bh

35 Rp350.00

Rp12,250.00

Dynabolt,

d=12

bh

1 Rp1,500.00

Rp1,500.00

tenaga

Pekerja

org

0.24 Rp70,000.00

Rp16,800.00

Tukang

besi

org

0.17 Rp100,000.00

Rp17,000.00

kepala

Tukang

org

0.11 Rp110,000.00

Rp12,100.00

Total

Rp454,225.00

B. Pasang genting metal (Metal roof)

m2

bahan

Genteng

metal

lbr

5.26 Rp60,000.00

Rp315,600.00

paku

seng

kg

0.2 Rp18,000.00

Rp3,600.00

Tenaga

Tukang

kayu

org

0.1 Rp100,000.00

Rp10,000.00

Pekerja

org

0.2 Rp70,000.00

Rp14,000.00

Kepala

Tukang

org

0.01 Rp110,000.00

Rp1,100.00

Mandor

org

0.01 Rp120,000.00

Rp1,200.00

(8)

Rp50,000.00

Kep.Tk.Batu org 0.0500 Rp110,000.00

Rp5,500.00

Rp17,500.00

Mandor org 0.0125 Rp120,000.00

Rp1,500.00

Total

Rp144,139.20

X

Pekerjaan Atap baja Ringan

A. Memasang Rangka Atap baja Ringan

m3

bahan

Baja ringan, maintruss C-75-75

m

2.8 Rp72,000.00

Rp201,600.00

Reng

baja

Ringan

m

5.1 Rp36,000.00

Rp183,600.00

Truss

Screw

bh

25 Rp375.00

Rp9,375.00

Roof

batten

screw

bh

35 Rp350.00

Rp12,250.00

Dynabolt,

d=12

bh

1 Rp1,500.00

Rp1,500.00

tenaga

Pekerja

org

0.24 Rp70,000.00

Rp16,800.00

Tukang

besi

org

0.17 Rp100,000.00

Rp17,000.00

kepala

Tukang

org

0.11 Rp110,000.00

Rp12,100.00

Total

Rp454,225.00

B. Pasang genting metal (Metal roof)

m2

bahan

Genteng

metal

lbr

5.26 Rp60,000.00

Rp315,600.00

paku

seng

kg

0.2 Rp18,000.00

Rp3,600.00

Tenaga

Tukang

kayu

org

0.1 Rp100,000.00

Rp10,000.00

Pekerja

org

0.2 Rp70,000.00

Rp14,000.00

Kepala

Tukang

org

0.01 Rp110,000.00

Rp1,100.00

Mandor

org

0.01 Rp120,000.00

Rp1,200.00

Total

Rp345,500.00

C. Talang Air Seng

m

Bahan

Sengplat3'x6'BJLS28 lbr 0.5000 Rp44,000.00

Rp22,000.00

Pakubiasa1/2"-1" kg 0.0150 Rp10,000.00

Rp150.00

Kayu kamper papan m3 0.0096 Rp5,500,000.00

Rp52,800.00

Flincoat ltr 0.2500 Rp90,000.00

Rp22,500.00

Tenaga

Rp40,000.00

Rp2,750.00

Rp10,500.00

Mandor org 0.0013 Rp120,000.00

Rp150.00

Total

Rp150,850.00

XI

Pekerjaan Cat

A. Vernis Kusen pintu, dan jendela

m2

Bahan Vernis ltr 0.1500 Rp36,000.00

Rp5,400.00

Dempul kg 0.0500 Rp28,500.00

Rp1,425.00

Amplas lbr 0.1000 Rp3,500.00

Rp350.00

Kuas bh 0.0100 Rp15,000.00

Rp150.00

tenaga

Tukangcat org 0.1600 Rp100,000.00

Rp16,000.00

Kepalatukangcat org 0.0160 Rp110,000.00

Rp1,760.00

Rp11,200.00

Mandor org 0.0025 Rp120,000.00

Rp300.00

Total

Rp36,585.00

B. Pengecatan daun pintu dan jendela

m2

bahan Catmeni kg 0.2000 Rp44,000.00

Rp8,800.00

Plamir kg 0.1500 Rp25,000.00

Rp3,750.00

Catdasar kg 0.1700 Rp18,500.00

Rp3,145.00

Catpenutup kg 0.3500 Rp38,375.00

Rp13,431.25

Tenaga

Rp10,500.00

Rp440.00

Rp4,900.00

Mandor org 0.0025 Rp120,000.00

Rp300.00

Total

Rp45,266.25

C. Pengecatan Lisplank

m2

(9)

Total

Rp150,850.00

XI

Pekerjaan Cat

A. Vernis Kusen pintu, dan jendela

m2

Bahan Vernis ltr 0.1500 Rp36,000.00

Rp5,400.00

Dempul kg 0.0500 Rp28,500.00

Rp1,425.00

Amplas lbr 0.1000 Rp3,500.00

Rp350.00

Kuas bh 0.0100 Rp15,000.00

Rp150.00

tenaga

Rp16,000.00

Rp1,760.00

Rp11,200.00

Mandor org 0.0025 Rp120,000.00

Rp300.00

Total

Rp36,585.00

B. Pengecatan daun pintu dan jendela

m2

bahan Catmeni kg 0.2000 Rp44,000.00

Rp8,800.00

Plamir kg 0.1500 Rp25,000.00

Rp3,750.00

Rp3,145.00

Rp13,431.25

Tenaga

Rp10,500.00

Rp440.00

Rp4,900.00

Mandor org 0.0025 Rp120,000.00

Rp300.00

Total

Rp45,266.25

C. Pengecatan Lisplank

m2

bahan Catmeny kg 0.2000 Rp44,000.00

Rp8,800.00

Plamir kg 0.1500 Rp25,000.00

Rp3,750.00

Rp3,145.00

Rp13,431.25

Tenaga

Rp10,500.00

Rp440.00

Rp4,900.00

Mandor org 0.0025 Rp120,000.00

Rp300.00

Total

Rp45,266.25

D. Pengecatan Dinding bagian Luar dan dalam

m2

Bahan

Plamirtembok kg 0.1000 Rp25,000.00

Rp2,500.00

Rp3,060.00

Catpenutup2x kg 0.2600 Rp70,000.00

Rp18,200.00

Tenaga

Rp6,300.00

Rp693.00

Rp1,400.00

Mandor org 0.0025 Rp120,000.00

Rp300.00

Total

Rp32,453.00

XII

Pekerjaan kaca, engsel dan kunci

m2

A. Pemasangan Kaca

Bahan

Kaca polos m2 _1.1000 _Rp49,500.00

_Rp54,450.00

Tenaga

Rp15,000.00

Rp1,650.00

Rp1,050.00

Mandor org 0.0008 Rp120,000.00

Rp90.00

Total

Rp72,240.00

B. Pemasangan Engsel Pintu

bh

Bahan

Engselpintu bh 3.0000 Rp35,000.00

Rp105,000.00

Tenaga

Rp15,000.00

Rp1,650.00

Rp1,050.00

(10)

Bahan

Plamirtembok kg 0.1000 Rp25,000.00

Rp2,500.00

Rp3,060.00

Catpenutup2x kg 0.2600 Rp70,000.00

Rp18,200.00

Tenaga

Rp6,300.00

Rp693.00

Rp1,400.00

Mandor org 0.0025 Rp120,000.00

Rp300.00

Total

Rp32,453.00

XII

Pekerjaan kaca, engsel dan kunci

m2

A. Pemasangan Kaca

Bahan

Kaca polos m2 _1.1000 _Rp49,500.00

_Rp54,450.00

Tenaga

Rp15,000.00

Rp1,650.00

Rp1,050.00

Mandor org 0.0008 Rp120,000.00

Rp90.00

Total

Rp72,240.00

B. Pemasangan Engsel Pintu

bh

Bahan

Engselpintu bh 3.0000 Rp35,000.00

Rp105,000.00

Tenaga

Rp15,000.00

Rp1,650.00

Rp1,050.00

Mandor org 0.0008 Rp120,000.00

Rp90.00

Total

Rp122,790.00

C. Pemasangan gagang pintu

bh

Bahan

Doorholder bh 1.0000 Rp50,000.00

Rp50,000.00

Tenaga

Rp50,000.00

Rp5,500.00

Rp3,500.00

Mandor org 0.0025 Rp120,000.00

Rp300.00

Total

Rp109,300.00

D. Pemasangan Kunci

bh

bahan

Kuncitanambiasa bh 1.0000 Rp125,000.00

Rp125,000.00

Tenaga

Rp50,000.00

Kepalatukangkayu org 0.0100 Rp1,110,000.00

Rp11,100.00

Rp700.00

Mandor org 0.0050 Rp120,000.00

Rp600.00

Total

Rp187,400.00

XIII

Plumbing /Sanitasi

A. Instalasi Air Bersih

m

Bahan

Pipa galvanis m1 1.2000 Rp120,000.00

Rp144,000.00

Hargapipa(Perlengkapan) x 35% Rp18,500.00

Rp6,475.00

Tenaga

Rp9,000.00

Kepalatukangbatu org 0.0090 Rp110,000.00

Rp990.00

Rp3,780.00

Mandor org 0.0270 Rp120,000.00

Rp3,240.00

Total

Rp167,485.00

B. Instalasi Air Kotor

m

Bahan

Pipa PVC m1 1.2000 Rp20,500.00

Rp24,600.00

Rp7,175.00

Tenaga

Rp13,500.00

Rp1,485.00

Rp5,670.00

(11)

bahan

Kuncitanambiasa bh 1.0000 Rp125,000.00

Rp125,000.00

Tenaga

Rp50,000.00

Kepalatukangkayu org 0.0100 Rp1,110,000.00

Rp11,100.00

Rp700.00

Mandor org 0.0050 Rp120,000.00

Rp600.00

Total

Rp187,400.00

XIII

Plumbing /Sanitasi

A. Instalasi Air Bersih

m

Bahan

Pipa galvanis m1 1.2000 Rp120,000.00

Rp144,000.00

Rp6,475.00

Tenaga

Rp9,000.00

Rp990.00

Rp3,780.00

Mandor org 0.0270 Rp120,000.00

Rp3,240.00

Total

Rp167,485.00

B. Instalasi Air Kotor

m

Bahan

Pipa PVC m1 _1.2000 _Rp20,500.00

_Rp24,600.00

Rp7,175.00

Tenaga

Rp13,500.00

Rp1,485.00

Rp5,670.00

Mandor org 0.0410 Rp120,000.00

Rp4,920.00

Total

Rp57,350.00

C. Pemasangan kloset duduk

bh

Bahan

Klosetduduk/monoblock bh 1.0000 Rp 3,700,000.00

Rp3,700,000.00

Harga kloset (Perlengkapan) x 6% Rp 3,700,000.00

Rp222,000.00

tenaga

Tukangbatu org 1.1000 Rp 100,000.00

Rp110,000.00

Kepalatukangbatu org 0.0010 Rp 110,000.00

Rp110.00

Pekerja org 3.3000 Rp 70,000.00

Rp231,000.00

Mandor org 0.1600 Rp 120,000.00

Rp19,200.00

Rp4,282,310.00

D. memasang Kran air

bh

Bahan

Kranair bh 1.0000 Rp 47,250.00

Rp47,250.00

Sealtape bh 0.0250 Rp 2,500.00

Rp62.50

Tenaga

Rp10,000.00

Rp1,100.00

Pekerja org 0.0100 Rp 70,000.00

Rp700.00

Mandor org 0.0050 Rp 120,000.00

Rp600.00

Rp59,712.50

E. Memasang Bak cucian piring

bh

Bahan

Bakcucistainlesssteel bh 1.0000 Rp205,500.00

Rp205,500.00

Waterdrain+asesories set 1.0000 Rp75,000.00

Rp75,000.00

Tenaga

Rp30,000.00

Rp3,300.00

Rp2,100.00

Mandor org 0.0015 Rp120,000.00

Rp180.00

Rp316,080.00

F. Memasang Bak mandi Fiber Glass

bh

Bahan

Bakfiberglass bh 1.0000 Rp1,300,000.00

Rp1,300,000.00

Harga bak (Perlengkapan) x 12% Rp1,300,000.00

Rp156,000.00

Tenaga

Rp450,000.00

Rp99,000.00

Rp210,000.00

Total

(12)

D. memasang Kran air

bh

Bahan

Kranair bh 1.0000 Rp 47,250.00

Rp47,250.00

Sealtape bh 0.0250 Rp 2,500.00

Rp62.50

Tenaga

Rp10,000.00

Rp1,100.00

Pekerja org 0.0100 Rp 70,000.00

Rp700.00

Mandor org 0.0050 Rp 120,000.00

Rp600.00

Rp59,712.50

E. Memasang Bak cucian piring

bh

Bahan

Bakcucistainlesssteel bh 1.0000 Rp205,500.00

Rp205,500.00

Waterdrain+asesories set 1.0000 Rp75,000.00

Rp75,000.00

Tenaga

Rp30,000.00

Rp3,300.00

Rp2,100.00

Mandor org 0.0015 Rp120,000.00

Rp180.00

Rp316,080.00

F. Memasang Bak mandi Fiber Glass

bh

Bahan

Bakfiberglass bh 1.0000 Rp1,300,000.00

Rp1,300,000.00

Harga bak (Perlengkapan) x 12% Rp1,300,000.00

Rp156,000.00

Tenaga

Rp450,000.00

Rp99,000.00

Rp210,000.00

Mandor org 0.9000 Rp120,000.00

Rp108,000.00

Rp2,323,000.00

XIV PEKERJAAN INSTALASI LISTRIK A. Penyambungan Listrik PLN 2400 watt (LS)

PenyambunganPLN LS 1.000 Rp2,000,000.00 Rp2,000,000.00

B. Pemasangan Fitting Lampu(Bh)

FittingLampu Bh 1.000 Rp30,000.00 Rp30,000.00

C. Pemasangan Sekering Group (Bh)

SekeringGroup Bh 1.000 Rp17,500.00 Rp17,500.00

D. Pemasangan Stop Kontak (Bh)

Stopkontak Bh 1.000 Rp62,500.00 Rp62,500.00

Total

E. Pemasangan Sakelar Tunggal (Bh)

SakelarTunggal Bh 1.000 Rp30,000.00 Rp30,000.00

F. Pemasangan Sakelar Ganda (Bh)

SakelarGanda Bh 1.000 Rp35,000.00 Rp35,000.00

Rp2,175,000.00

Total

(13)

E. Pemasangan Sakelar Tunggal (Bh)

SakelarTunggal Bh 1.000 Rp30,000.00 Rp30,000.00

F. Pemasangan Sakelar Ganda (Bh)

SakelarGanda Bh 1.000 Rp35,000.00 Rp35,000.00

Rp2,175,000.00

Total

Rancangan Anggaran Biaya

Tugas : Tugas Tahap 3 Manajemen Konstruksi

Nama : Johan Morrish Kabuaran

NIM : 03011381320049

No

Jenis

Pekerjaan

Total

harga

A

Pekerjaan Persiapan

Rp14,742,266.00

B

Pekerjaan Tanah

Rp1,798,588.40

C

Pekerjaan Pondasi

Rp7,994,396.25

D

Pekerjaan Dinding

Rp19,979,424.00

E

Pekerjaan Plesteran Dinding

Rp19,911,816.00

F

Pekerjaan Beton

Rp38,181,249.07

G

Pekerjaan Kayu

Rp8,485,020.80

H

Pekerjaan Plafond

Rp11,999,889.00

I

Pekerjaan Penutup Lantai dan Dinding

Rp17,323,521.60

J

Pekerjaan Atap Baja Ringan

Rp41,645,655.25

K

Pekerjaan Pengecatan

Rp12,233,653.88

L

Pekerjaan Kunci dan kaca

Rp2,252,510.00

M

Pekerjaan Listrik

Rp2,785,000.00

N

Pekerjaan Sanitasi

Rp10,562,410.50

Rp209,895,400.75

(14)

Rancangan Anggaran Biaya

Tugas : Tugas Tahap 3 Manajemen Konstruksi

Nama : Johan Morrish Kabuaran

NIM : 03011381320049

No

Jenis

Pekerjaan

Total

harga

A

Pekerjaan Persiapan

Rp14,742,266.00

B

Pekerjaan Tanah

Rp1,798,588.40

C

Pekerjaan Pondasi

Rp7,994,396.25

D

Pekerjaan Dinding

Rp19,979,424.00

E

Pekerjaan Plesteran Dinding

Rp19,911,816.00

F

Pekerjaan Beton

Rp38,181,249.07

G

Pekerjaan Kayu

Rp8,485,020.80

H

Pekerjaan Plafond

Rp11,999,889.00

I

Pekerjaan Penutup Lantai dan Dinding

Rp17,323,521.60

J

Pekerjaan Atap Baja Ringan

Rp41,645,655.25

K

Pekerjaan Pengecatan

Rp12,233,653.88

L

Pekerjaan Kunci dan kaca

Rp2,252,510.00

M

Pekerjaan Listrik

Rp2,785,000.00

N

Pekerjaan Sanitasi

Rp10,562,410.50

Rp209,895,400.75

Tugas : Tugas Tahap 4 Manajemen Konstruksi Nama : Johan Morrish Kabuaran

NIM : 03011381320049 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 Pekerjaan Persiapan Rp14,742,266.00 8 7. 02 3 .5 3. 5 2 Pekerjaan Tanah Rp1,798,588.40 6 0.86 0.86 3 Pekerjaan Pondasi Rp7,994,396.25 18 3.81 1.27 1.27 1.27 4 Pekerjaan Beton Rp38,181,249.07 30 18.19 3.64 3.64 3.64 3.64 3.64 5 Pekerjaan Dinding Rp19,979,424.00 20 9.52 2.38 2.38 2.38 2.38

6 Pekerjaan Atap Baja Ringan Rp41,645,655.25 12 19.84 9.92 9.92

7 Pekerjaan Plafond Rp11,999,889.00 10 5.72 2.86 2.86

8 Pekerjaan Plesteran Dinding Rp19,911,816.00 10 9.49 4.75 4.75

9 Pekerjaan Listrik Rp2,785,000.00 3 1.33 1.33

10 Pekerjaan Kayu Rp8,485,020.80 12 4.04 2.02 2.02

11 Pekerjaan Kunci dan kaca Rp2,252,510.00 3 1.07 1.07

12 Pekerjaan Sanitasi Rp10,562,410.50 8 5.03 2.5 2.5

13 Pekerjaan Penutup Lantai Rp17,323,521.60 12 8.25 4.12 4.12

14 Pekerjaan Pengecatan Rp12,233,653.88 12 5.83 2.9 2.9

Total Rp209,895,400.75 Rp100.00

isik Per Minggu 3.5 4.36 1.27 1.27 4.91 3.64 6.02 6.02 6.02 2.38 9.92 9.92 2.86 2.86 4.75 8.1 4.52 7.69 4.12 2.9 2.9 Fisik Kumulatif 3.5 7.86 9.13 10.4 15.3 19 25 31 37 39.4 49.3 59.2 62.1 65 69.7 77.8 82.3 90 94.1 97 99.9

Jadwal Pekerjaan

Hari

Waktu Pelaksanaan Minggu

(15)

NIM : 03011381320049 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 Pekerjaan Persiapan Rp14,742,266.00 8 7. 02 3 .5 3. 5 2 Pekerjaan Tanah Rp1,798,588.40 6 0.86 0.86 3 Pekerjaan Pondasi Rp7,994,396.25 18 3.81 1.27 1.27 1.27 4 Pekerjaan Beton Rp38,181,249.07 30 18.19 3.64 3.64 3.64 3.64 3.64 5 Pekerjaan Dinding Rp19,979,424.00 20 9.52 2.38 2.38 2.38 2.38

6 Pekerjaan Atap Baja Ringan Rp41,645,655.25 12 19.84 9.92 9.92

7 Pekerjaan Plafond Rp11,999,889.00 10 5.72 2.86 2.86

8 Pekerjaan Plesteran Dinding Rp19,911,816.00 10 9.49 4.75 4.75

9 Pekerjaan Listrik Rp2,785,000.00 3 1.33 1.33

10 Pekerjaan Kayu Rp8,485,020.80 12 4.04 2.02 2.02

11 Pekerjaan Kunci dan kaca Rp2,252,510.00 3 1.07 1.07

12 Pekerjaan Sanitasi Rp10,562,410.50 8 5.03 2.5 2.5

13 Pekerjaan Penutup Lantai Rp17,323,521.60 12 8.25 4.12 4.12

14 Pekerjaan Pengecatan Rp12,233,653.88 12 5.83 2.9 2.9

Total Rp209,895,400.75 Rp100.00

isik Per Minggu 3.5 4.36 1.27 1.27 4.91 3.64 6.02 6.02 6.02 2.38 9.92 9.92 2.86 2.86 4.75 8.1 4.52 7.69 4.12 2.9 2.9 Fisik Kumulatif 3.5 7.86 9.13 10.4 15.3 19 25 31 37 39.4 49.3 59.2 62.1 65 69.7 77.8 82.3 90 94.1 97 99.9

Jadwal Pekerjaan

Hari

Waktu Pelaksanaan Minggu ke- No Jenis Pekerjaan Biaya Bobot (%)

NIM : 03011381320049

1 2 3 4 5 6 7 8 9 10 11

12 13 14 15 16 17 18 19 20 21 A

1 Pembersihan Lahan m² 90.000 1,170,000.00 1.17

2 Pembuatan Gudang Sementara m2 6.000 1,958,304.00 1.95

3 Pemasangan bouwplank m 36.500 2,371,770.00 2.3

4 pembuatan pagar sementara m 38.000 7,242,192.00 7.2

5 Listrik dan Air Kerja Ls 1.000 2,000,000.00 2

14,742,266.00

B

1 Galian Tanah Biasa sedalam 1 m m³ 23.120 1,324,776.00 1.3

2 UruganKembali m³ 5.780 90,052.40 0.09

3 Urugan Pasir Bawah Pondasi m³ 2.925 383,760.00 0.38 1,798,588.40

C

1 Pasangan Pondasi Batu Belah 15/20 1 :3 : 5 m³ 13.950 7,994,396.25 6 2 7,994,396.25

D

1 Membuat sloof Beton Bertulang (200Kg besi+ m³ 2.265 13,164,519.75 13.1 2 Membuat Kolom Beton Bertulang (300Kg bes m³ 1.700 15,293,098.00 15.3 3 Membuat Balok Beton (15x15cm)(Besi + Beki m³ 1.766 9,723,631.32 9.7

38,181,249.07

E

1 Pasangan Tembok ½ Bata 1Pc:4Ps (Trasraa m² 180.450 19,979,424.00 10 10

F

1 Pasang Rangka Atap baja Ringan m3 35.490 16,120,445.25 16.1

Waktu Pengadaan Biaya (Jt / minggu) Minggu

ke-Total

Jadwal Pengadaan Biaya

PEKERJAAN POND ASI

PEKERJA AN DINDING

No Jenis Pekerjaan Satuan

PEKERJAAN PERSIAPAN

Total PEKERJAAN TANAH

Pekerjaan A tap Baja ringan Total

Volume Jumlah Harga (Rp)

Pekerjaan Beton

(16)

NIM : 03011381320049

1 2 3 4 5 6 7 8 9 10 11

12 13 14 15 16 17 18 19 20 21

A

1 Pembersihan Lahan m² 90.000 1,170,000.00 1.17

2 Pembuatan Gudang Sementara m2 6.000 1,958,304.00 1.95

3 Pemasangan bouwplank m 36.500 2,371,770.00 2.3

4 pembuatan pagar sementara m 38.000 7,242,192.00 7.2

5 Listrik dan Air Kerja Ls 1.000 2,000,000.00 2

14,742,266.00 B

1 Galian Tanah Biasa sedalam 1 m m³ 23.120 1,324,776.00 1.3

2 UruganKembali m³ 5.780 90,052.40 0.09

3 Urugan Pasir Bawah Pondasi m³ 2.925 383,760.00 0.38

1,798,588.40 C

1 Pasangan Pondasi Batu Belah 15/20 1 :3 : 5 m³ 13.950 7,994,396.25 6 2

7,994,396.25 D

1 Membuat sloof Beton Bertulang (200Kg besi+ m³ 2.265 13,164,519.75 13.1

2 Membuat Kolom Beton Bertulang (300Kg bes m³ 1.700 15,293,098.00 15.3

3 Membuat Balok Beton (15x15cm)(Besi + Beki m³ 1.766 9,723,631.32 9.7

38,181,249.07 E

1 Pasangan Tembok ½ Bata 1Pc:4Ps (Trasraa m² 180.450 19,979,424.00 10 10 F

1 Pasang Rangka Atap baja Ringan m3 35.490 16,120,445.25 16.1

2 Pasang Metal Roof m2 66.020 22,809,910.00 22.8

3 Talang Air Seng m 18 2,715,300.00 2.7

41,645,655.25

G 12

1 Pasang Langit-langit Gypsum board, t=9mm, m2 53.000 11,999,889.00 11,999,889.00 H

1 Plesteran Dinding 1Pc:4Ps tebal 15 mm m² 360.000 15,115,536.00 7.5 7.6

2 Acian Dinding m² 360.000 4,796,280.00 2.5 2.3

19,911,816.00 I

1 Penyambungan Listrik PLN 2400 watt LS 1.000 2,000,000.00 1 1

2 Pemasangan Fitting Lampu Bh 8.000 240,000.00 0.2

Waktu Pengadaan Biaya (Jt / minggu) Minggu

ke-Total

Jadwal Pengadaan Biaya

PEKERJAAN POND ASI

PEKERJA AN DINDING

PEKERJA AN PLESTERAN DINDING

Total Total

No Jenis Pekerjaan Satuan

PEKERJAAN PERSIAPAN

Total

PEKERJAAN TANAH

Pekerjaan A tap Baja ringan

Total

Volume Jumlah Harga (Rp)

PEKERJA AN LISTRIK Pekerjaan Beton

Total

Pekerjaan Plafond

3 Pemasangan Sekering Group Bh 1.000 17,500.00 0.17

4 Pemasangan Stop Kontak Bh 5.000 312,500.00 0.31

5 Pemasangan Sakelar Tunggal Bh 6.000 180,000.00 0.18

6 Pemasangan Sakelar Ganda Bh 1.000 35,000.00 0.04

2,785,000.00

J 3.2

1 Pasang Kusen Pintu dan Jendela Kayu Beng m³ 0.274 3,243,064.00 3.5

2 Pasang Pintu Teakwood rangkap, rangka kay m² 6.880 3,449,356.80 1.8

5 Pasang Listplank, Reuter 2X (2X20) cm, kayu m 25.000 1,792,600.00 8,485,020.80

K

1 Pemasangan Kunci Bh 5.000 361,200.00 0.36

2 Pasang Engsel pintu Bh 5.000 613,950.00 0.61

3 Pasang Pegangan Pintu/Door holder Bh 5.000 546,500.00 0.55

4 Pasang Kaca tebal 3 mm m² 3.900 730,860.00 0.73

2,252,510.00

L

1 Instalasi Air Bersih m¹ 17.300 2,897,490.50 2.9

2 Instalasi Air Kotor m¹ 8.800 504,680.00 0.5

3 Pemasangan Kloset duduk Bh 1.000 4,282,310.00 4.3

4 Pemasangan Kran Air bh 4.000 238,850.00 0.24

5 Pemasangan Bak Cucian Piring Bh 1.000 316,080.00 0.31

6 Pemasangan Bak mandi Fiber Glass Bh 1.000 2,323,000.00 2.32

10,562,410.50

M

1 Pekerjaan Urug Pasir Bawah Lantai m³ 60.500 8,603,100.00 8.6

2 Pasang Lantai Keramik 40X40 cm m² 60.500 8,720,421.60 8.72

17,323,521.60

N

1 Vernis Kusen Pintu dan Jendela m² 2.800 102,438.00 0.1

2 Pengecatan Daun Pintu dan jendela m² 7.400 334,970.25 0.33

3 Pengecatan Lisplang m2 2.500 113,165.63 0.11

4 Pengecatan Tembok Baru m2 360 11,683,080.00 11.7

12,233,653.88

PEKERJAAN PENGECATAN

Total

Pekerjaan Penutup Lantai (Pemasangan K eramik)

Total PEKERJAAN KUNCI DAN KACA

Total Total PEKERJAAN SA NITASI Total Pekerjaan Kayu Total