SNI Daftar Harga Satuan

DAFTAR SATUAN UPAH DAN BAHAN DI LINGKUNGAN PEMERINTAH KOTA YOGYAKARTA

NO.

NAMA BARANG / BAHAN / TENAGA

SATUAN

HARGA SATUAN (Rp.)

TENAGA 1 2

Tukang kayu Kepala tukang kayu

hari hari

30,000.00 32,500.00

3 4

Tukang batu

hari

27,500.00

Kepala tukang batu

hari

30,000.00

5 6

Tukang besi Kepala tukang besi

hari hari

25,000.00 27,000.00

7

Tu T ukang las

hari

27,500.00

8

Kepala tukang las

hari

9 10

Tu T ukang cat Kepala tukang cat

hari hari

29,000.00 25,000.00

11

Tukang plitur

hari

27,000.00

12 13

Kepala tukang plitur Tu Tukang bor

hari hari

29,000.00 27,500.00

14

Kepala tukang bor

hari

29,000.00

15 16

Tukang listrik Tukanng pipa ledeng

hari hari

29,000.00 27,900.00

17

Tukang kapur

hari

22,500.00

18

Pekerja

hari

19 20

Mandor Pengawas / Ahli Teknik

hari hari

20,000.00 32,500.00

21

Ahli ukur

hari

22 23

Asisten ahli ukur Sopir

hari hari

116,300.00 87,200.00 26,000.00

27,000.00

37,200.00

24

Masinis

hari

24,900.00

25

Kernet / pembantu sopir

hari

22,000.00

26 27

Mekanik terlatih Operator tak terlatih

hari hari

29,000.00 24,000.00

28

Operator terlatih

hari

29,000.00

29

Operator semi terlatih

hari

25,000.00

30 31

Butuh terlatih Buruh semi terlatih

hari hari

32 33 34

Buruh tak terlatih Tukang gali Juru godog aspal

hari hari hari

22,600.00 21,200.00 19,600.00

35

Penjaga

hari

20,000.00

36

Penyemprot

hari

17,500.00

37 38

Tukang Sungging Kepala Tukang Sungging

hari hari

40,000.00 45,000.00

39

Tukang Ukir

hari

40,000.00

40 41

Kepala Tukang Ukir Tukang Prodo

hari hari

45,000.00 40,000.00

42

Kepala Tukang Prodo

hari

45,000.00

43

Tukang Gambar

hari

44 45

Tukang Grouting Kepala tukang Grouting

hari hari

35,000.00 30,000.00

46

Operator mesin sondir

hari

75,000.00

47

Analis test sondir CAT

hari

120,000.00

1

Cat kayu se kualitas Patna

kg

10,450.00

2 3

Cat kayu se kualitas Emco biasa Cat kayu se kualitas Emco Bintang

kg kg

32,000.00 42,000.00

4

Cat kayu se kualitas Par

kg

29,000.00

5

Cat besi se kualitas Patna

kg

6 7

Cat besi se kualitas Emco biasa Cat besi se kualitas Emco Bintang

kg kg

10,450.00 32,000.00

8

Cat kayu se kualitas Avian

kg

24,750.00

9 10

Cat tembok/cat semen Maxilite Cat tembok/cat emulsi dasar minyak Express

kg kg

7,600.00 8,250.00

11

Cat tembok/cat polivynyl asetat Dulux

kg

25,000.00

12

Cat tembok/cat kilap/cat acrilyc Dulux

kg

35,000.00

13 14

Cat ICI Catylac Cat tembok se kualitas Decolith

kg kg

12,000.00 9,500.00

15

Cat Sintex

kg

7,500.00

16

Cat dasar meni besi type A (cepat kering) Jago

kg

12,000.00

17 18

Cat dasar meni besi type A (cepat kering) Par Cat dasar meni kayu Jago

kg kg

19 20 21

Cat duco Cat genteng air ICI weathershield Cat dasar undercoat / alkali resisiting primer

kg kg kg

22,500.00 12,000.00 60,000.00

22

Cat dinding weathershield Dulux

kg

50,000.00

23

Dempul kayu typa A (putih) Jago

kg

10,000.00

24 25

Dempul lilin / kayu Plamur Fuji

bj kg

9,000.00 8,500.00

26

Plamur kayu Jago

kg

12,000.00

27 28 29 30

Plamur tembok acrilyc Plamur jenis sirlak kuning Sirlak putih batangan Sirlak kuning serbuk

kg ltr kg kg

17,500.00 17,500.00 65,000.00 65,000.00

31

Oker kuning

kg

12,000.00

Bahan - 1

34,900.00 20,000.00

32,500.00

42,000.00

42,000.00 27,200.00

NO.


SATUAN

HARGA SATUAN (Rp.)

32

Oker hitam

kg

9,500.00

33 34 35

Oker pewarna politur merah / coklat Kalkarium Po P olitur jadi

bks kg ltr

1,200.00 5,000.00 20,000.00

36

Te T eak oil Fuji

ltr

37

Pernis

ltr

38 39

Glass bit Thermo plastik / cat marka

ltr kg

40 41 42

Cat rettar Terpentin Minyak cat

kg ltr ltr

43 44

Thinner Spiritus

ltr ltr

45 46 47

Ba B atu kambang Kuas roll Kuas ukuran 3,5"

kg bh bh

7,700.00 8,500.00 8,000.00

48 49

Kuas ukuran 2,5" Kuas ukuran kecil 1"

bh bh

5,000.00 2,000.00

50

Soda api

kg

15,000.00

51 52

Sabun deterjen Amplas

53 54

Prodo Mas Kertas 100 x 100 cm

kg lbr m

55

Karbon BETON DAN BARANG DARI BETON

lbr

27,500.00

12,000.00 49,000.00 49,000.00 11,500.00 10,000.00

13,000.00 6,500.00

12,000.00 2,500.00 3,000,000.00 2,000.00

lbr

12,500.00

3,500.00

1

BATAKO Batako pejal ( 40x20x10 ) Batako beton berlubang ( 40x20x15 )

2

Panel beton pracetak

lbr

3

Kolom beton pracetak

btg

250,000.00

1 2

PIPA Pipa beton 20 x 30 0anjang 1 m Pipa beton tanpa tulangan dia. 20 cm panjang 1 m

m m

28,000.00 24,000.00

3 4

Pipa beton tanpa tulangan dia. 30 cm panjang 1 m Pipa beton tanpa tulangan dia. 60 cm panjang 0,5 m

m m

25,000.00 28,000.00

5 6

Pipa beton tanpa tulangan dia. 80 cm panjang 0,5 m Pipa beton tanpa tulangan 1/2 dia. 20 cm BUIS BETON / KERB

m m

32,000.00 12,000.00

1 2

Buis beton 1/2 D 20 cm Buis beton 1/2 D 25 cm

m m

12,000.00 13,000.00

3 4 5 6 7

Buis Buis Buis Buis Buis

m m

22,000.00 24,000.00 30,000.00 32,000.00 26,000.00

8 9 10 11 12 13 14 15 16 17

Buis beton bulat dia. 80 cm P=0,5 m Buis Buis beto beton n ova ovall dia dia.. 20/ 20/30 30 panj panjan ang g 1m Buis Buis be beto ton no ova vall dia dia.. 25/ 25/37 37,5 ,5 panj panjan ang g 1m Buis Buis bet beton on oval oval dia. dia. 30 30/4 /40, 0, 30/4 30/45 5 pan panja jang ng 1 m Buis Buis be beto ton no ova vall dia dia.. 35/ 35/52 52,5 ,5 panj panjan ang g 1m Buis Buis be beto ton n ova ovall dia dia.. 40/ 40/60 60 panj panjan ang g 1m Buis beton oval dia. 50/75 panjang 0,5 m Buis beton oval dia. 60/90 panjang 0,5 m Buis beton oval dia. 70/105 panjang 0,5 m Buis beton oval dia. 80/120 panjang 0,5 m PERALATAN SANITASI BAK MANDI Bak mandi teraso uk. 50x50x50 cm Bak mandi teraso uk. 60x60x60 cm Bak mandi teraso uk. 90x80x80 cm Bak mandi (bathtube) dengan shower lux Bak mandi (bathtube) standar Bak mandi fiber glass 0,30 m3 Bak mandi fiber glass 0,50 m3

1 2 3 4 5 6 7

be beton bulat dia. 15 c m be beton bulat dia. 20 c m be beton bulat dia. 30 c m be beton bulat dia. 40 c m beton bulat dia. 50 cm P=0,50 m

bj bh

2,750.00 2,500.00

m m bh bh m m m m m

175,000.00

bh bh bh bh

32,000.00 30,000.00 35,000.00 45,000.00 65,000.00 50,000.00 35,000.00 38,000.00 47,000.00 55,000.00

bh bh bh bh bh bh bh

150,000.00 175,000.00 220,000.00 3,250,000.00 2,475,000.00 275,000.00 825,000.00

bh bh bh bh bh bh set set set set bh bh

75,000.00 85,000.00 65,000.00 75,000.00 950,000.00 1,250,000.00 1,250,000.00 1,350,000.00 700,000.00 925,000.00 55,600.00 25,000.00

bh bh

255,000.00 265,000.00

1 2

KLOSET Kloset jongkok porselin type CE7 standar Kloset jongkok porselin type CE8 standar Kloset jongkok putih INA Kloset jongkok warna INA Kloset duduk standar/porselin (dengan tangki KIA standart) "Lolo" Kloset duduk porselin lux ( dengan tangki "Toto" ) Kloset duduk putih dengan tangki "Toto" Kloset duduk warna dengan tangki "Toto" Kloset duduk putih dengan tangki "KIA" Kloset duduk warna dengan tangki "KIA" Kloset jongkok standar / keramik Kloset jongkok teraso WASTAFEL W astafel standar INA W astafel lux INA

3

W astafel putih (KIA)

set

139,150.00

4 5 6

W astafel warna (KIA) Badkip Bak cuci stainless steel

set bh bh

271,340.00 150,000.00 500,000.00

1 2 3 4 5 6 7 8 9 10 11 12

Bahan - 2

NO. 7


SATUAN

HARGA SATUAN (Rp.)

set

1

W ater drain + asesories URINOIR Urinoir standar TOTO U 57

set

785,000.00

2

Urinoir putih

set

1,050,000.00

4 5

Urinoir warna (KIA) Meja cuci dapur 125 x 50 cm

set bh

379,500.00 175,000.00

6

Tempat sabun tunggal

bh

7 8 9

Kran air diameter 3/4" atau 1/2" Seal tape Floordrain

bh bh bh

22,500.00 25,000.00

1 2

BATA HALAMAN / PAVING BLOCK W AR ARNA NATURAL / ABU-ABU Tipe Tipe segi segi empa empat, t, u uni ni,, segi segi 6 tteb ebal al = 8 cm cm K 400 400 Tipe Tipe uni uni dan dan segi segi empa empatt tteb ebal al = 8 cm K 300 300

m m

55,000.00

3 4 5 6

Tip Tipe seg segi em empat tte ebal = 6 cm cm K 200 Tip Tipe seg segi em empat tte ebal = 8 cm cm K 200 Tip Tipe seg segi en enam te teb bal = 6 cm cm K 20 200

m m m

38,250.00 46,700.00 38,100.00

7

Tip Tipe seg segi en enam te teb bal = 8 cm cm K 20 200

m

8 9

Tip Tipe un unii / ttiikar te teb bal = 6 cm K20 K200 Tip Tipe un unii / ttiikar te teb bal = 8 cm K 20 200

46,700.00 38,200.00

10 11 12

Tipe Tipe trih trihex ex / sara sarang ng leba lebah h teb tebal al = 6 cm K 200 200 Tipe Tipe lam lampion pion te teba ball = 8 cm K 200 200 Tipe Tipe bete beteng ng keci kecill teb tebal al = 6 cm K 200 200

m m m

75,000.00

2,500.00 55,000.00

50,400.00

46,800.00 38,200.00 46,800.00 38,200.00

m m m m

46,700.00

m m

61,700.00 56,700.00

Tipe Tipe segi segi empa empatt teb tebal al = 6 cm warna arna K 200 200 Tipe Tipe segi segi empa empatt teb tebal al = 8 cm warna arna K 200 200 Tipe Tipe segi segi enam enam te teba ball = 6 cm cm warn warna a K 200 200

m m m

43,500.00 52,000.00 43,500.00

Tipe Tipe segi segi enam enam te teba ball = 8 cm cm warn warna a K 200 200 Tipe Tipe uni uni / tika tikarr teb tebal al = 6 cm warn warna a K20 K200 0

m

52,000.00 43,500.00 52,000.00

13

Tipe Tipe bete beteng ng keci kecill teb tebal al = 8 cm K 200 200

14 1 2

Tip Tipe kip kipas te teb bal = 8 cm K 20 200 WARNA MERAH / HITAM Tipe Tipe segi segi em empa pat, t, u uni ni,, segi segi 8 teb tebal al = 8 cm warn warna a K 40 400 0 Tipe Tipe un unii dan dan segi segi em empa patt tteb ebal al = 8 cm warn warna a K 30 300 0

3 4 5 6 7 8

Tipe Tipe uni uni / tika tikarr teb tebal al = 8 cm warn warna a K 200 200

9 10 11

Tipe Tipe trih trihex ex / sara sarang ng leba lebah h teb tebal al = 6 cm warn warna a K 20 200 0 Tipe Tipe lam lampion pion te teba ball = 8 cm warn warna aK2 200 00 Tipe Tipe be bete teng ng keci kecill teb tebal al = 6 cm warn warna a K 20 200 0

12 13

Tipe Tipe be bete teng ng keci kecill teb tebal al = 8 cm warn warna a K 20 200 0 Tipe Tipe kipa kipas s teb tebal al = 8 cm warn warna a K 200 200

14 15

46,800.00

m m m

43,500.00 52,000.00 43,500.00

m m m m

52,000.00 52,000.00

Tipe Tipe gras grass s blo blok k bul bulat at te teba ball = 10 cm Tip Tipe g grrass blok te tebal = 10 10 cm cm ASBES

m m

41,400.00 41,400.00

1 2 3

Asbes plat ( 100 x 100 x 0,3 ) Asbes plat ( 200 x 100 x 0,3 ) Asbes plat ( 100 x 100 x 0,6 )

lbr lbr lbr

10,000.00 19,000.00 17,500.00

4 5 6

Asbes plat ( 100 x 100 x 0,5 ) Asbes plat ( 100 x 100 x 0,4 ) Asbes plat ( 100 x 100 x 0,35 )

lbr lbr lbr

15,000.00 12,500.00 11,000.00

7

Asbes plat ( 100 x 100 x 0,32 )

lbr

10,000.00

8 9 10

Asbes gelombang besar ( 300 x 110 x 0,5 ) Asbes gelombang besar ( 200 x 110 x 0,5 ) Asbes gelombang besar ( 180 x 110 x 0,5 )

lbr lbr lbr

90,275.00 74,900.00 57,354.00

11 12 13


lbr lbr lbr

45,650.00 75,495.00 62,960.00

14

Asbes gelombang besar ( 225 x 92 x 0,5 )

lbr

56,620.00

15 16 17


lbr lbr lbr

50,330.00 45,290.00 112,830.00

18

Asbes gelombang besar ( 270 x 108 x 0,6 )

lbr

19 20

Asbes gelombang besar ( 240 x 108 x 0,6 ) Asbes gelombang besar ( 210 x 108 x 0,6 )

lbr lbr

101,500.00 90,265.00

21 22

Asbes gelombang besar ( 180 x 108 x 0,6 ) Asbes gelombang kecil ( 300 x 105 x 0,4 )

lbr lbr

67,690.00 71,350.00

23 24

Asbes gelombang kecil ( 270 x 105 x 0,4 ) Asbes gelombang kecil ( 210 x 105 x 0,4 )

lbr lbr

69,250.00 57,500.00

25 26 27

Asbes gelombang kecil ( 180 x 105 x 0,4 ) Asbes gelombang kecil ( 150 x 105 x 0,4 ) Asbes gelombang kecil ( 240 x 105 x 0,4 )

lbr lbr lbr

42,850.00 35,950.00 61,000.00

28

Asbes nok gelombang besar

lbr

29,000.00

29 30

Asbes nok gelombang kecil Nok paten

lbr lbr

23,000.00 50,000.00

31

lbr

1

Nok stel rata GENTENG & KERAMIK Genteng beton besar natural 1m 9 biji

bh

2,750.00

2 3

Genteng beton besar warna 1m 9 biji Genteng beton kecil natural 1m 11 biji

bh bh

4,420.00

4 5 6

Genteng beton kecil warna 1m 11 biji Genteng beton kecil natural 1m 20 biji Genteng beton kecil warna 1m 20 biji

bh bh bh

3,950.00 2,000.00 2,640.00

7

Genteng bubungan beton

bh

2,460.00

8

Genteng W uwung warna

bh

4,260.00

9

Nok press beton

bh

37,000.00

78,980.00

GENTENG & NOK

Bahan - 3

25,000.00

2,350.00

NO.


SATUAN

HARGA SATUAN (Rp.)

1 2 3

Genteng keramik lengkung cekung / vlaams Genteng keramik lengkung rata Genteng keramik rata / kodok

bh bh bh

600.00 450.00 1,500.00

4 5

Genteng keramik berglasir KIA, Kanmuri Natural Genteng monier

bh bh

4,500.00 2,000.00

6

Genteng paris

bh

600.00

7 8 9

Nok genteng vlaams tanah liat Nok genteng kodok Nok genteng kodok berglasir

bh bh bh

4,000.00 3,000.00 6,050.00

10 11

Nok genteng vlaams berglasir Nok genteng paris

bh bh

6,050.00 1,650.00

12

Nok genteng keramik berglasir KIA, Kanmuri Natural ATAP GENTENG METAL METAL

bh

13,500.00

1 2 3 4

Gent Genten eng gm met etal al Zinc Zinc Alu Alum me tty ype Prim Prima aR Roo oof f Gent Genten eng g me meta tall Zinc Zinc Alum Alume e type type Prim Prima a Col Colou our r Gent Genten eng g me meta tall Zinc Zinc Alum Alume e type type Supe Superr Col Colou our r Ata Atap meta tall gelo elombang t 0 0,3 ,35 5 mm mm

m

m

95,400.00 77,760.00 54,000.00 60,000.00

5

Nok atas (U) type Prima Roof ( 110 x 5 x 6 ) cm

bh

35,000.00

6 7

Nok atas (U) type Prima Colour ( 110 x 5 x 6 ) cm Nok atas (U) type Super Colour ( 110 x 5 x 6 ) cm

bh bh

25,000.00 22,000.00

8 9 10

Nok atas bulat (C) type Prima Roof, P = 40 cm Nok atas bulat (C) type Prima Colour, P = 40 cm Nok atlas bulat (C) type Super Colour, P = 40 cm

bh bh bh

25,000.00 20,000.00 20,000.00

11 12

Nok pinggir (P) ty type Prima Roof ( 110 x 7 x 10 ) cm Nok pinggir (P) tty ype Prima Colour ( 110 x 7 x 10 ) cm

bh bh

40,000.00 38,000.00

13 14

Nok pinggir (P) tty ype Super Colour ( 110 x 7 x 10 ) cm W all Flashing type Prima Roof, P = 110 cm, L = 10 cm

bh bh

28,000.00 38,000.00

15 16 17

W all Flashing type Prima Colour, P = 110 cm, L = 10 cm W all Flashing type Super Colour, P = 110 cm, L = 10 cm Paku anti karat

32,000.00 27,000.00 20,000.00

18

Atap polykarbonat

bh bh kg m

225,000.00

19

bh

1,200.00

1

Paku skrup anti karat atap metal/polykarbonat KERAMIK BERMOTIF Tegel keramik Roman Bella (25 x 25)

dos

47,500.00

2 3

Tegel keramik Roman Bella (10 x 25) Tegel keramik Roman Alice (20 x 20)

dos dos

38,000.00 38,500.00

4

Tegel keramik Roman Latanza (20 x 25)

dos

5 6 7

Tegel keramik Roman Latanza (8 x 20) Tegel keramik Roman Tulip (20 x 25) Tegel keramik Roman Tulip (8 x 20)

bj dos bj

38,000.00 20,000.00

8 9

Tegel keramik Roman Milano (20 x 25) Tegel keramik Roman Milano (8 x 20) ISOLATOR Isolator keramik bentuk rol

dos bj

38,000.00 20,000.00

bh

6,600.00

2 3

Isolator keramik bentuk T - I Isolator keramik bentuk sungkup TEGEL / KERAMIK

bh bh

1,650.00

1 2 3

Tegel teraso 30/30 Tegel abu-abu 20/20 Tegel warna 20/20

m

32,000.00 20,000.00 26,000.00

4 5 6 7

Tegel abu-abu 30/30 Plint tegel abu-abu 15/20 Tegel warna 20/20 Tegel warna 30/30

bh m m

28,000.00 525.00 26,000.00 37,600.00

8 9 10

Plint tegel abu-abu 10/20 Plint tegel abu-abu 10/30 Plint tegel warna 10/20

bh bh bh

350.00 750.00 400.00

11

Plint tegel warna 10/30

12 13 14

Tegel pors el elin 11/11 Tege Tegell kera keram mik 10/2 10/20 0 berg bergla lasi sir r Tege Tegell kera keram mik 20/2 20/20 0 berg bergla lasi sir r

bh m m m

40,500.00 30,000.00 32,000.00

15 16

Tege Tegell kera keram mik 30/3 30/30 0 berg bergla lasi sir r Tege Tegell kera keram mik 40/4 40/40 0 berg bergla lasi sir r

m m

32,500.00 40,000.00

17

Tege Tegell kera kerami mik k stan standa darr ( MULI MULIA) A) 20/ 20/20 20 dan dan 30/ 30/30 30

m

42,500.00

18 19 20 21

Tegel keramik mosaik Stepnosing granito List keramik dinding motif 5/20 Plint keramik 10 x 30

m

52,500.00 9,350.00 5,000.00 1,500.00

22

Keramik di dinding 20 20/ 2 25 5

1

KERB TAMAN Devider Mutiara

m

66,000.00

2 3 4

Devider /kans teen tebal 30 Mutiara Devider /kans teen tebal 25 Mutiara Devider /kans teen tebal 20 Mutiara

m m bh

22,000.00 18,800.00 15,300.00

5 6

Devider /kans teen tebal 15 Mutiara Ramp ( terpasang )

bh bh

7

Devider terpasang

bh

11,250.00 26,000.00 30,000.00

8

bh

28,000.00

1

Kerb terpasang KAYU KAYU JATI

2 3

Kay Kayu jati jati balo balok k 8/ 8/12 12 ( klas klas plit plitur ur ) Kayu jati papan

m

20,000,000 22,000,000

4

Bal Balok kay kayu kel kelas I ukura kuran n 8/1 /12 2

5

Bal Balok kay kayu kel kelas I ukura kuran n 8/1 /10 0

m m

1

m m

m m m

bh bh bh m

m

Bahan - 4

37,500.00 14,000.00

1,650.00

825.00

37,500.00

192,000.00 160,000.00

NO. 6 7

NAMA BARANG / BAHAN / TENAGA Balo Balok k kay kayu kel kelas I ukura kuran n 6/1 6/12 Balo Balok k kay kayu kel kelas I ukura kuran n 6/1 6/10

SATUAN

HARGA SATUAN (Rp.)

m m m

8

Balok ka kayu ke kelas I ukuran 6/ 6/8

9 10

Bing Bingka kaii kayu ayu kela elas I ukura kuran n 5/7 Bing Bingka kaii kay kayu kela kelas s I ukur ukuran an 4/6 4/6

m

11

Bing Bingka kaii kay kayu u kel kelas as I uku ukura ran n3 3/4 /4,, 3/5 3/5

m

12

Bing Bingka kaii kay kayu kela kelas s I ukur ukuran an 2/3 2/3

m

13

Papa Papan n kay kayu u kel kela as I uku ukura ran n 3/2 3/20 0

m

14


15


m m

16


m

17 18

Papa Papan n kay kayu u kel kela as I uku ukura ran n 2/1 2/15 5 Lis Lis Dan Dan jalu jalusi si kay kayu kel kelas as I ukur ukuran an 2/6 2/6

m m

19

Lis Lis Dan Dan jalu jalusi si kay kayu kel kelas as I ukur ukuran an 2/4 2/4

m

20 21

Lis Lis Dan Dan jalu jalusi si kay kayu kel kelas as I ukur ukuran an 1/5 1/5 Lis Lis Dan Dan jalu jalusi si kay kayu kel kelas as I ukur ukuran an 1/3 1/3

m m

22

Kay Kayu ja jati balok lok 8/1 8/12 2 (lo (loka kall)

m

23 24

Kayu ja jati pa papan (l (lokal) Kaui Kaui jati jati lokal kal ukura kuran n 5/7

m m

25

Kay Kayu jati jati lokal kal ukura kuran n 2/ 2/3 3

m

26

Kay Kayu jati jati lokal kal ukura kuran n 3/ 3/4 4 KAYU KAMPER

m

1

Kayu kamper balok

m

2

Kayu kamper papan

m

3

Balo Balok k kay kayu kel kelas I ukura kuran n 8/1 8/12

m

4 5

Balo Balok k kay kayu kel kelas I ukura kuran n 8/1 8/10 Balo Balok k kay kayu kel kelas I ukura kuran n 6/1 6/12

m m

6


m

7 8

Balok ka kayu ke kelas I ukuran 6/ 6/8 Bing Bingka kaii ren reng g & kaso kaso kay kayu kel kelas as I uku ukura ran n5 5/7 /7

m m

m

9

Bing Bingka kaii ren reng g & kaso kaso kay kayu kel kelas as I uku ukura ran n4 4/6 /6

m

10 11

Bing Bingka kaii ren reng g & kaso kaso kayu kayu kela kelas s I ukur ukuran an 3/4 3/4 Bing Bingka kaii ren reng g & kaso kaso kayu kayu kela kelas s I ukur ukuran an 2/3 2/3

m

12


13 14

Papa Papan n kay kayu u kel kela as I uku ukura ran n 2/2 2/20 0 Papa Papan n kay kayu u kel kela as I uku ukura ran n 2/2 2/25 5

15


m m

16


m

17 18

Papa Papan n kay kayu u kel kela as I uku ukura ran n 3/3 3/30 0 Lis Lis Dan Dan jalu jalusi si kay kayu kel kelas as I ukur ukuran an 1/3 1/3

m

19


m

20

Lis Lis Dan Dan jalu jalusi si kay kayu kel kelas as I ukur ukuran an 2/4 2/4 KAYU BENGKIRAI

m

1

Kayu be bengkirai ba balok

m

2

Kayu be bengkirai pa papan

m

3 4

Balo Balok k kay kayu kel kelas I ukura kuran n 8/1 8/12 Balo Balok k kay kayu kel kelas I ukura kuran n 8/1 8/10

m m

5


m

6 7

Balo Balok k kay kayu kel kelas I ukura kuran n 6/1 6/10 Balok ka kayu ke kelas I ukuran 6/ 6/8

m

8


9 10

Bing Bingka kaii ren reng g & kaso kaso kay kayu kel kelas as I uku ukura ran n4 4/6 /6 Bing Bingka kaii ren reng g & kaso kaso kayu kayu kela kelas s I ukur ukuran an 3/4 3/4

11

Bing Bingka kaii ren reng g & kaso kaso kayu kayu kela kelas s I ukur ukuran an 2/3 2/3

m m

12


m

13 14


m m

15


m

16 17


m m

18


m

19 20

Lis Lis Dan Dan jalu jalusi si kay kayu kel kelas as I ukur ukuran an 1/5 1/5 Lis Lis Dan Dan jalu jalusi si kay kayu kel kelas as I ukur ukuran an 2/4 2/4

m

m m m

m

m m m

m

144,000.00 120,000.00 96,000.00 70,000.00 48,000.00 24,000.00 12,000.00 132,000.00 118,800.00 110,000.00 88,000.00 66,000.00 24,000.00 16,000.00 10,000.00 6,000.00 8,000,000 8,200,000 28,000.00 4,800.00 9,600.00 4,750,000 5,500,000 45,600.00 38,000.00 34,200.00 28,500.00 22,800.00 16,625.00 11,400.00 5,700.00 2,850.00 16,500.00 22,000.00 27,500.00 29,700.00 33,000.00 49,500.00 1,425.00 2,375.00 2,850.00 5,750,000 6,000,000 55,200.00 46,000.00 41,400.00 34,500.00 27,600.00 20,125.00 13,800.00 6,900.00 3,450.00 18,000.00 24,000.00 30,000.00 32,400.00 36,000.00 54,000.00 1,725.00 2,875.00 4,600.00

KAYU KRUING 1

Kayu kruing balok

m

2 3

Kayu kruing papan Balo Balok k kay kayu kel kelas I ukura kuran n 8/1 8/12

m

4


m m

5


m

6 7

Balo Balok k kay kayu kel kelas I ukura kuran n 6/1 6/10 Balok ka kayu ke kelas I ukuran 6/ 6/8

m m

8


m

9 10

Bing Bingka kaii ren reng g & kaso kaso kay kayu kel kelas as I uku ukura ran n4 4/6 /6 Bing Bingka kaii ren reng g & kaso kaso kayu kayu kela kelas s I ukur ukuran an 3/4 3/4

m m

11

Bing Bingka kaii ren reng g & kaso kaso kayu kayu kela kelas s I ukur ukuran an 2/3 2/3

m

12 13


m m

14


m

15 16


m

17


m m

18


m

19


20


m m

Bahan - 5

4,350,000 4,750,000 41,760.00 34,800.00 31,320.00 26,100.00 20,880.00 15,225.00 10,440.00 5,220.00 2,610.00 14,250.00 19,000.00 23,750.00 28,500.00 25,650.00 28,500.00 35,625.00 42,750.00 1,305.00

NO.


SATUAN

HARGA SATUAN (Rp.)

21

Lis Dan jalusi kayu kelas I ukuran 1/5

m

22

Lis Dan jalusi kayu kelas I ukuran 2/4

m

2,175.00 3,480.00

1

LIST KAYU PROFIL List kayu profil

m

5,500.00

2

Kayu plepet eternit 1/5 cm

m

2,000.00

1

KAYU GLUGU, DOLKEN DAN BEGESTENG Kayu glugu balok

m

1,458,000.00

2

Kayu glugu ukuran 5/7

3 4

Kayu meranti Papan cetakan / beges teng

5 6

Kayu dolken Kayu dolken Ø 8 - 10/400 cm

7

Kayu bakar

btg m

1

KAYU LAPIS Kayu lapis mutu I AA 3 lapis uk. 122x244x0,3 cm

lbr

31,900.00

2

Kayu lapis mutu I AA 3 lapis uk. 122x244x0,4 cm

lbr

41,250.00

3 4

Kayu lapis mutu I AA 3 lapis uk. 122x244x0,9 cm Kayu lapis mutu I AA 3 lapis uk. 122x244x1,2 cm

lbr lbr

90,000.00 101,750.00

5

Akustik soft board 60 x 120

lbr

125,000.00

6

Akustik soft board 40 x 60

lbr

73,000.00

7 8

Akustik soft board 30 x 60 Melamin wood 90 x 120 cm

lbr lbr

55,000.00 50,000.00

9 10

Melamin wood 120 x 240 cm Formika 4" x 8" x 0,3 cm

lbr lbr

65,000.00 65,000.00

11

Teak wood ( 90 x 240 )

lbr

69,500.00

1

BAHAN TUMBUHAN Bambu petung

btg

48,500.00

2

Bambu wulung

btg

9,500.00

3 4

Bambu apus Gedek bambu kulit

btg m

7,000.00 65,000.00

5

Gedek bambu daging Ijuk Ijuk

m m

27,000.00

6 7 8

Alang-alang LISTRIK

1

Tusuk kontak 2 kutup tanpa pembumian/arde

buah

3,900.00

2 3

Tusuk kontak 2 kutup dengan pembumian/arde Tusuk kontak 2 kutup tanpa pembumian (timbul)

buah buah

6,500.00 6,175.00

4

Tusuk kontak 2 kutup dengan pembumian (timbul)

buah

6,500.00

5

Tusuk kontak 2 kutup tanpa pembumian (tanam)

buah

6

Tusuk kontak 2 kutup dengan pembumian (tanam)

buah

7,800.00 12,000.00

7 8

Fitting duduk Pasang instalasi / titik

buah titik

5,000.00 85,000.00

m m

6,300.00 1,678,000.00 1,000,000.00

m m

1,000,000.00 10,000.00 90,000.00

kg

75,000.00 9,000.00

ikat

500.00

9

Lampu pijar 5 watt "Phillips"

buah

2,275.00

10 11

Lampu pijar 10 watt "Phillips" Lampu pijar 25 watt/ 40 watt "Phillips"

buah buah

3,705.00 3,900.00

12

Lampu pijar 60 watt / 75 watt "Phillips"

buah

4,550.00

13


buah

5,200.00

14 15

Lampu softone 100 watt "Phillips" Lampu pijar 150 watt "Phillips"

buah buah

6,500.00 10,400.00

16


buah

11,700.00

17

Lampu TL 10 watt "Phillips"

buah

18

Lampu TL 15 watt "Phillips"

buah

7,150.00 7,500.00

19 20

Lampu TL 18 watt "Phillips" Lampu TL 36 watt "Phillips"

buah buah

11,050.00 13,650.00

21

Lampu SLE 11 watt "Phillips"

buah

71,500.00

22 23

Lampu SLE 15 watt "Phillips" Lampu SLE 20 watt "Phillips"

buah buah

71,500.00 74,750.00

24

Lampu Slang 2 jalur (sekualitas sinyoku)

roll

2,400,000.00

25 26

Lampu Slang 3 jalur (sekualitas sinyoku) Lampu Rice Light isi 100 "Phillips"

roll pcs

2,795,000.00 60,000.00

27

Lampu Rice Light isi 140 "Phillips"

pcs

72,000.00

28 29

Lampu Capsul isi 100 "Phillips" Lampu Capsul isi 140 "Phillips"

pcs pcs

210,000.00 222,000.00

30 31

Lampu Anggur isi 100 "Phillips" Lampu Anggur isi 140 "Phillips"

pcs pcs

65,000.00 78,000.00

32

Lampu Natal isi 50 "Phillips"

pcs

23,000.00

33 34

Lampu Natal isi 100 "Phillips" Lampu Jenis H.PIT 400 watt "Phillips"

pcs buah

103,500.00 1,023,750.00

35

Lampu Jenis H.PIT 250 watt "Phillips"

buah

700,000.00

36 37

Bolam Mercury 80 watt "Phillips" Bolam Mercury 125 watt "Phillips"

buah buah

45,500.00 96,000.00

38

Bolam Mercury 250 watt "Phillips"

buah

97,500.00

39 40

Bolam Mercury 400 watt "Phillips" Bolam Natrium 250 watt "Phillips"

buah buah

123,500.00 208,000.00

41

Bolam Natrium 400 watt "Phillips"

buah

221,000.00

42

Bolam SON 250 watt

buah

227,500.00

43 44

Bolam SON 150 watt Bolam SON 70 watt

buah buah

215,800.00 137,150.00

45 46 47

Bolam SON-T 250 watt Bolam SON-T 150 watt Bolam SON-T 70 watt

buah buah buah

241,000.00 155,000.00

48 49

Bolam Halogin 500 watt Bolam Halogin 1000 watt

buah buah

39,000.00 65,000.00

Bahan - 6

96,000.00

NO.


SATUAN

HARGA SATUAN (Rp.)

50

Bolam HPIT 150 watt

buah

260,000.00

51 52 53

Bolam HPIT 250 watt Bolam HPIT 400 watt Bolam Metal Halide 70 watt

buah buah buah

292,500.00 296,500.00 149,500.00

54

Bolam Metal Halide 100 watt

buah

188,548.00

55

Bolam Metal Halide 150 watt

buah

156,000.00

56 57

Bolam Metal Halide 250 watt Photo Cell 3 Ampere

buah buah

344,500.00 65,000.00

58 59 60

Photo Cell 6 Ampere Photo Cell 10 Ampere Starter TL 20/40 watt

buah buah buah

78,000.00 104,000.00 4,550.00

61 62

Travo TL 10 watt Travo TL 20 watt

buah buah

24,050.00 26,000.00

63 64 65

Travo TL 40 watt Balast Mercury 80 watt Balast Mercury 125 watt

buah buah buah

29,250.00 96,000.00 104,000.00

66 67

Balast Mercury 250 watt Balast Mercury 400 watt

buah buah

162,500.00 195,000.00

68

Balast Natrium 250 watt

buah

162,500.00

69 70

Balast Natrium 400 watt Balas t SON 250 watt

buah buah

150,000.00 221,000.00

71 72

Balas t SON 150 watt Balas t SON 70 watt

buah buah

172,500.00 127,000.00

73 74

Balast Metal Halide 70 watt Balast Metal Halide 100 watt

buah buah

131,000.00 256,939.00

75 76 77

Balast Metal Halide 150 watt Magnetik Kontaktor SK-12 Kw 1 (SN-12) Magnetik Kontaktor SK-12 Kw 2

buah buah buah

180,000.00 210,000.00 48,000.00

78

Magnetik Kontaktor SK-20 Kw 1 (SN-20)

buah

240,000.00

79

Magnetik Kontaktor SK-20 Kw 2

buah

66,000.00

80 81 82

Fitting Goliath E.27 Gantung Fitting Goliath E.40 Gantung Fitting WD E.27 Tegak

buah buah buah

19,500.00 26,000.00 4,550.00

83 84

Fitting WD E.40 Tegak Fitting Kecil Lampu 2,5 Watt

buah buah

16,250.00 325.00

85 86 87

Fitting Plastik Hitam Fitting Gantung plastik gantung Kap Alumunium E.27

buah buah buah

1,300.00 1,000.00 19,500.00

88 89

Kap Alumunium E.40 Kabel Snoor 2 x 0,23 "Supreme"

buah roll

19,500.00 72,000.00

90 91 92 93 94 95 96 97

Kabel NYA 2,5 sqmm "Supreme" Kabel NYA 1,5 sqmm "Supreme" Kabel NYA 2,5 sqmm "Supreme" Kabel NYA 1,5 sqmm "Supreme" Kabel NYM 2 x 1,5 sqmm "Supreme" Kabel NYM 2 x 2,5 sqmm "Supreme" Kabel NYM 2 x 4 sqmm "Supreme" Kabel NYM 3 x 1,5 sqmm "Supreme"

roll roll m' m' m

98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119

Kabel NYM 3 x 2,5 sqmm "Supreme" Kabel NYM 3 x 4 sqmm "Supreme" Kabel NYY 3 x 6 sqmm "Supreme" Kabel NYY 3 x 1,5 sqmm "Supreme" Kabel NYY 3 x 2,5 sqmm "Supreme" Kabel NYY 3 x 4 sqmm "Supreme" Kabel NYY 3 x 6 sqmm "Supreme" Kabel NYY 3 x 10 sqmm "Supreme" Kabel NYY 4 x 10 sqmm "Supreme" Kabel NYFGBY 3 x 10 sqmm "Supreme" Kabel DX 2 x 10 sqmm "Supreme" Kabel DX 2 x 16 sqmm "Supreme" Kabel DX 2 x 25 sqmm "Supreme" Kabel Ties 15 cm "Supreme" Kabel Tis 10 cm "Supreme" Ignitor 150 watt - 250 watt Ignitor Metal Halide 70 watt Ignitor Metal Halide 100 watt Ignitor Metal Halide 150 watt Firework lamp (DC-001) 8 meter Firework lamp (DC-001) 6 meter NT Fuse kaki besar

150,000.00 95,000.00 2,475.00 1,650.00 7,216.00 10,633.00 14,256.00 9,257.00 13,200.00 19,096.00

buah buah buah buah Pcs Pcs buah

120 121 122 123 124 125 126 127 128 129

NT Fuse kaki kecil Flassther Lampu Hias Buterfly Flassther Lampu Hias Kembang Api Besar Flassther Lampu Hias Kembang Api Kecil Flassther Lampu Hias Kipas Skaklar seri OB "Broco" Skaklar seri IB "Broco" Skaklar engkel OB "Broco" Skaklar engkel IB "Broco" Stop kontak IB "Broco"

buah buah buah buah buah buah buah buah buah buah

130

Stop kontak OB "Broco"

buah

13,650.00

131 132 133

Kapasitor 25 F Kapasitor 20 F Kapasitor 12,5 uF

buah buah buah

52,000.00 48,750.00 26,000.00

m m m m m m m m m m m m m m m m m m

Bahan - 7

30,553.00 12,584.00 16,896.00 23,056.00 30,553.00 45,408.00 61,600.00 88,000.00 5,500.00 6,600.00 16,500.00 11,050.00 6,500.00 45,000.00 68,250.00 50,000.00 73,710.00 17,192,500.00 15,323,750.00 140,400.00 52,000.00 3,071,250.00 3,071,250.00 3,071,250.00 3,071,250.00 17,550.00 17,550.00 13,000.00 13,000.00 13,650.00

NO.


SATUAN

HARGA SATUAN (Rp.)

134

Kapasitor 8 mF

buah

135 136

Kapasitor Metal Halide 70 watt Kapasitor Metal Halide 100 watt

buah buah

22,750.00 61,450.00 115,842.00

137

Kapasitor Metal Halide 150 watt

buah

71,650.00

138

MCB 25 Ampere / 16 Ampere "MG"

buah

36,000.00

139 140

MCB 40 Ampere "MG" MCB 63 Ampere "MG"

buah buah

57,330.00 108,000.00

141

MCB 10 Ampere + box "MG"

buah

42,000.00

142

MCB 6 Ampere "MG"

buah

42,000.00

143 144

Cover MCB "MG" Box Kwh Meter 25 x 35 x 20

buah buah

5,200.00 448,500.00

145

Box panel 30 x 40 x 20

buah

169,000.00

146 147

Box 25 x 25 x 20 Box 20 x 40 x 50

buah buah

97,500.00 312,000.00

148

UZ 25

buah

6,500.00

149

UZ 63

buah

19,500.00

150 151

Armatur IP 65 Komplit (sekualitas SRP 822 SON 150 watt) Armatur IP 65 Komplit (sekualitas SRP 822 SON 250 watt)

unit unit

2,834,000.00 2,954,000.00

152

Armatur IP 65 Komplit (sekualitas SRP 328 SON 150 watt)

unit

3,315,000.00

153 154

Armatur IP 65 Komplit (sekualitas SRP 328 SON 250 watt) Armatur IP 65 Komplit (sekualitas SRP 810 SON 70 watt)

unit unit

3,445,000.00 2,275,000.00

155

Armatur Ekorola Komplit / TLD 18 watt

unit

156 157

Armatur Simbat 40 watt Armatur HPIT 100 watt (DVP 311)

unit unit

471,900.00 70,200.00 4,231,500.00

158

Armatur Kota Sorot (Kosong)

unit

1,495,000.00

159 160 161

Timer Switch TB 388 Timer Theben (pakai baterai) Timer Heger (pakai baterai)

buah buah buah

540,000.00

162

Timer Delay H3-BA (omron)

buah

110,500.00

163

Timer Delay H3-CR-8 (omron)

buah

175,500.00

164 165

Timer Digital Theben Tiang Galvanit cb,1, h=9m, base plate

buah unit

1,033,500.00 3,783,000.00

166

Tiang Galvanit cb,2, h=9m, base plate

unit

3,055,500.00

167

Tiang Galvanit cb,2, h=6m, base plate

unit

2,665,000.00

168 169 170

Tiang Galvanit cb,1, h=7m, base plate Tiang Galvanit cb,1, h=5m, type tanam dia 2" Tiang lampu Highment cb 4, h=20m, hidrolik

unit unit unit

2,783,000.00 812,500.00 140,692,000.00

171 172

Tiang lampu Highment cb 2, h=20m, hidrolik Tiang GIP cb 1. 2", 3", 4", 5", h = 9m, tanam

unit unit

140,692,000.00 2,535,000.00

173

Tiang GIP cb 1. 2", 3", 4", h = 7m, tanam

unit

2,275,000.00

174

Tiang GIP cb 1. 3", 4", 5", h = 9m, tanam

unit

2,340,000.00

175 176

Slang Ornamenr GIP dia 1", L = 3m Slang Ornamenr GIP dia 2", L = 2m

unit unit

162,825.00 193,050.00

177

Slang Ornamenr GIP dia 2", L = 3m

unit

178 179

Slang Ornamenr GIP dia 2", L = 4m Slang Ornamenr GIP dia 2", L = 6m

unit unit

210,600.00 222,300.00

180 181 182

Pilot Lamp Seplendiel lamp (DC-002) Windmill lamp (DC-003)

buah Pcs Pcs

17,267,000.00 16,875,000.00

183

Cottonrose lamp (DC-004)

Pcs

16,875,000.00

184

Lucky lamp (DC-005)

Pcs

12,950,000.00

185 186

Fountain lamp Ball (DC-005) Star Flower lamp (DC-007)

Pcs Pcs

14,284,000.00 16,090,000.00

187

Chritmas lamp (DC-009)

Pcs

14,127,000.00

188 189

Butterfly lamp (DC-009) No. 1 lamp (DC-010)

Pcs Pcs

190 191 192

Hepta lamp (DC-011) Dragon Phonix lamp (DC-013) Fountain lamp (DC-014)

Pcs Pcs Pcs

18,052,000.00 16,482,000.00 16,089,000.00

193

Redbud Flower lamp (DC-015)

Pcs

16,089,000.00

194

Dragon Flying lamp (DC-016)

Pcs

14,520,000.00

195 196

Floor lamp (DC-017) Octopus lamp (DC-018)

Pcs Pcs

10,988,000.00 16,089,000.00

197

Double Plied Fountain lamp (DC-019)

Pcs

16,877,000.00

198

Flower Pot lamp (DC-020)

Pcs

17,267,000.00

199 200

Patron Sekering Kop sekering

buah buah

2,050.00 3,450.00

201

Isolasi besar

buah

6,825.00

202 203

Spot + F.MP Sabuk Pengaman

buah buah

75,075.00 2,730,000.00

204

Tang Kombinasi

buah

34,125.00

205

Obeng +/-

buah

23,750.00

206 207

GZ 30 A Multitester

buah buah

40,950.00 116,000.00

208

Sekering

buah

2,100.00

209

Bandet

buah

4,750.00

210 211

Wadge Type Servis link dan clem

buah buah

212 213 214 215 216

Stenlist stell 20 x 0,70 Stopyng bukie BC 6 mm Ground Rood Terminal Nol

4,750.00 4,750.00 614,000.00

217

Mata lampu pijar 25 W -75 W

roll buah buah buah / batang buah buah

Bahan - 8

660,000.00 513,000.00

305,500.00 6,850.00

16,089,000.00 16,089,000.00

2,100.00 4,750.00 30,750.00 23,850.00 4,350.00

NO.


SATUAN

HARGA SATUAN (Rp.)

218 219

Stabilizer 300 A Tutup panel 30 x 30

unit buah / ls

220

Pasang panel kontrol

unit / ls

86,250.00

221

Penyambungan beban

unit

17,250.00

222

Penyetelan dan penyalaan

titik

7,000.00

223

Biaya angkutan

jam

7,143.00

224

Alat bantu

set

86,250.00

225

Retur material existing BAHAN LOGAM BESI/BAJA TULANGAN/BESI BETON

unit

100,000.00

2,934,000.00 28,750.00

1

BESI BETON Besi beton polos

kg

7,900.00

2

Besi beton ulir

kg

8,000.00

3

Besi baja profil

kg

8,800.00

4

Besi tuang / cor

kg

8,200.00

5 6

Besi strip Besi baja cor ( ring ) 150 kg

kg unit

7,500.00 825,000.00

7

Besi baja cor ( ring ) 80 kg

unit

440,000.00

8 9

Besi baja cor ( ring ) 40 kg Besi penutup mahkota assainering

unit unit

220,000.00 57,000.00

10

Besi penutup inlet cor/tuang ( ring + tutup)

unit

85,000.00

kg m

10,000.00

KAWAT 1

Kawat beton / bindrat

2

Kawat ayakan

3

Kawat bronjong

4

Kawat nyamuk

kg m

5

Kawat las

kg

8,250.00 6,500.00

6 7

Kawat galvanis Kawat duri

kg kg

7,755.00 9,500.00

8

Besi jaring kawat baja

kg

9,500.00

9 10

Kawat seng polos Kawat kassa

kg m

9,500.00 10,000.00

11

Kawat burung

m

12

Kawat jaring

13 14

Kawat harmonika Kawat penggantung rangka hollow

lbr m m

15

Prof il Alumunium "T"

m

20,000.00

16 17

Ramset / dina bolt Pipa galv anis dia. 1/ 2"

bh m

2,500.00 15,000.00

18

Pipa galv anis dia. 3/ 4"

m

25,000.00

19

Pipa galv anis dia. 1"

m

37,500.00

20

Pipa galvanis dia. 1 1/2"

m

50,000.00

21

Pipa galv anis dia. 3"

m

22 23

Pipa galv anis dia. 4" Pipa hollow 4 x 4 cm tebal 1.2 mm

m m

85,000.00 90,000.00

24

Kusen alumunium uk 2"x4" tebal 1.2 mm sekualitas YKK putih

m

55,000.00

25 26

Jendela nako Pintu besi baja

bh m

20,000.00 750,000.00

27

Jendela besi baja

m

750,000.00

28

J endela besi tahan api

m

1,500,000.00

29

Pintu gulung besi

m

250,000.00

30 31

Pintu lipat besi Suns creen alumunium

m

500,000.00 250,000.00

32

Roll door

33 34

Pintu alumunium Vertikal blind

m m

35

Wall paper

9,400.00 30,250.00

15,000.00

35,000.00 25,000.00 500.00

9,500.00

m

200,000.00

m

400,000.00 250,000.00

m

40,000.00

SENG BJLS 1

Seng BJLS 0,20 gelombang P = 180 cm

lbr

38,500.00

2

Seng BJLS 0,20 gelombang P = 200 cm (merk Fumira)

lbr

42,000.00

3

Seng BJLS 0,20 gelombang P = 240 cm

lbr

60,000.00

4 5

Seng BJLS 0,20 gelombang P = 300 cm Seng BJLS 0,28 lembaran 40 cm lebar

lbr m

70,000.00 12,500.00

6 7

Seng BJLS 0,28 lembaran 50 cm lebar Seng BJLS 0,20 lembaran 90 cm lebar

m

16,000.00 25,000.00

8

Seng BJLS 0,30 lembaran 40 cm lebar Seng BJLS 0,30 lembaran 50 cm lebar

m m

20,000.00

9 10

Seng BJLS 0,30 lembaran 60 cm lebar

m

20,000.00

11

Seng BJLS 0,30 lembaran 90 cm lebar

m

12

Seng plat 3" x 6" BJLS 28

lbr

44,000.00

13 14

Seng plat 3" x 6" BJLS 24 Seng gelombang 2" - 5" BJLS 24

38,500.00 25,000.00

15

Alumunium gelombang tebal 0,55

16 17

Alumunium foil Nok alumunium standar 40 cm 18 SWG 22

lbr lbr m m

1

m

18,000.00 28,000.00

75,000.00

m

25,000.00 25,000.00

Paku gording 125 x 5,1 mm

kg

8,000.00

2

Paku gording 100 x 4,2 mm

kg

8,000.00

3

Paku usuk 80 x 3,8 mm

kg

4

Paku reng 55 x 3,1 mm

kg

8,000.00 8,000.00

5 6 7

Paku plepet 40 x 2,1 mm Paku eternit 20 x 1,5 mm Angkur / baut

kg kg bh

10,000.00 11,500.00 10,000.00

8 9

Paku kait Paku pancing

bh bh

8,500.00 500.00

PAKU

Bahan - 9

NO.


SATUAN

HARGA SATUAN (Rp.)

10 11

Paku pancing Paku asbes

kg bh

9,350.00

12

Paku sumbat

bh

400.00

13

Paku sekrup 3.5"

bh

750.00

14

Paku skrup

kg

10,000.00

15 16

Paku gypsum Paku hak panjang 15 cm

kg kg

20,000.00 9,500.00

1

PENGGANTUNG / PENGUNCI Engsel pintu

bh

11,000.00

2

Engsel jendela

bh

7,500.00

3

Grendel

bh

2,500.00

4

Hak angin

bh

5,500.00

5

Selot pintu Union kecil

bh

37,500.00

6 7

Selot pintu Union besar Engsel angin

bh bh

47,500.00 3,000.00

8

Kait angin

bh

3,000.00

9

Door holder

bh

15,000.00

10

Door stop

bh

15,000.00

11

Penggantung + rel pintu dorong

bh

200,000.00

12

Kunci tanam

bh

35,000.00

13 14

Kunci tanam antik Kunci tanam biasa

bh bh

250,000.00 125,000.00

15 16

Kunci kamar mandi Kunci selot

bh bh

50,000.00

17

Kunci silinder

bh

75,000.00

18

Kunci lemari

bh

12,000.00

19

Spring knip

bh

7,500.00

20

Door closer

bh

150,000.00

1 2

Aspal curah Aspal drum

kg kg

9,500.00 10,650.00

3

Aspal modifer / asphalt joint

kg

60,000.00

4 5

Drum aspal bekas Rubber Filler

bh m

8,250.00

6 7

Mata Kucing Filler

bh kg

215,000.00 750.00

130,000.00

400.00

50,000.00

ASPAL

9,000.00

BATU ALAM / AGREGAT / BAHAN TUMBUHAN 1

BATU ALAM Batu kali

m

2

Batu hias tempel

m

60,000.00

3

Batu hias bulat putih

m

147,500.00

4

Ubin marmer ( 40 x 40 x 2 ) Baitik/Citatah

m

100,000.00

5 6

Ubin marmer ( 40 x 60 x 2 ) Baitik Ubin marmer ( 15 x 30 x 2 ) Baitik

m

450,000.00 150,000.00

m

AGREGAT m

1 2

Agregat hakus/pasir klas A ( Uk. butir 5 mm ) Agregat kasar/krikil/pasir klas B ( Uk. 20 - 40 )

3

Agregat kasar/krikil/pasir klas B ( Uk. 4½ - 19 )

m m

4

Batu pecah 2/3 ( split )

m

138,000.00

5

Batu pecah 3/4

m

130,000.00

6

Batu pecah 4/6

m

126,500.00

7

Batu pecah 5/7

132,000.00

8 9

Batu pecah 1/2 Batu belah hitam

m m

10 11

Batu belah putih Sirtu Klas A lewat ayakan 1"

12 13

m m

79,750.00 126,500.00 132,000.00

190,000.00 80,000.00

m

70,000.00 66,000.00

Sirtu klas B lewat ayakan 2½"

m

66,000.00

Pasir urug darat

m

55,000.00

14

Pas ir pasang ( progo )

73,000.00

15

Pas ir pasang ( kras ak )

m m

16 17

Krikil beton Kerikil tidak tersaring

m

78,650.00 55,000.00

18 19

76,000.00

Split D 30 - 40 mm

m m

120,000.00

Split D 10 - 20 mm

m

120,000.00

20 21

Split D 1 - 2 cm Batu merah ( 5x11x23 )

m

125,000.00

bj

350.00

22 23

Batu merah ( 4x9x19 ) Krokos 0,2/0,4

bj m

250.00 70,000.00

24

Tanah urug

m

35,000.00

25 26

Sirtu Batako

m bh

66,000.00 1,500.00

Roster 25/25

bh

2,000.00

Portland Cement (PC) Gresik

50 kg

38,200.00

2

Portland Cement (PC) Nusantara

40 kg 50 kg

31,000.00 38,200.00

3

Portland Cement (PC) Tiga Roda

40 kg 40 kg

31,000.00 31,000.00

4

Semen putih

40 kg

52,500.00

5

Semen warna

kg

6,000.00

6 7 8

Lem kayu (putih) Fox Lem plastik Acrylic Lem plastik Vinyl

kg kg kg

11,000.00 60,000.00 19,500.00

9

Lem Aica Aibon

kg

27,500.00

27

BAHAN PEREKAT HIDROLIS & ORGANIK 1

Bahan - 10

NO.


SATUAN

HARGA SATUAN (Rp.)

KAPUR & GIPS m m

138,000.00

Semen batu bata

kg m

80,000.00

5 6

Tepung Gypsum Alkasit

kg kg

3,500.00 300,000.00

7

Gypsum board

lbr

8 9

Kasa gypsum List profil gypsum lebar sampai 5 cm

roll m

10,000.00 4,000.00

10 11

List profil gypsum lebar sampai 6 - 10 cm List profil gypsum lebar lebih 10 cm

m m

8,000.00 15,000.00

12

Kalsiboard ( 122 x 244 x 0,35 ) cm

lbr

46,200.00

13

Kalsiboard ( 122 x 244 x 0,60 ) cm BAHAN PELARUT, PELUMAS

lbr

60,500.00

1

Oli SAE 30

ltr

2 3

Minyak bakar / kerosene Bensin premium

ltr ltr

4

Solar

ltr

5

Minyak pelumas

ltr

6 7

Vet Gas Elpiji

kg kg

8

Minyak bekisting BAHAN KIMIA PEMBANTU UNTUK BETON

ltr

1

Bahan kimia B (kuat ikat cepat )

kg

35,000.00

2

Bahan kimia E (kuat ikat cepat ) BAHAN PENGAWET DANBITUMEN

kg

30,000.00

1

Teer kayu

box

2 3

Residu Flincoat

1 2

Genteng kaca lengkung cekung 3 mm Genteng kaca lengkung cekung 5 mm

bh bh

5,500.00 7,000.00

3 4

Genteng kaca lengkung rata 3 mm Genteng kaca lengkung rata 5 mm

bh bh

5,500.00 6,850.00

5

Genteng kaca 3 mm

bh

4,000.00

6 7

Genteng kaca 5 mm Kaca buram/kaca es 3 mm

6,850.00 53,900.00

8

Kaca buram/kaca es 5 mm

bh m m

9 10

Kaca bening 3 mm Kaca bening 5 mm

m m

49,500.00 60,500.00

11

Kaca riben 3 mm

m

57,500.00

12 13

Kaca riben 5 mm Kaca cermin 3 mm

m m

70,000.00 75,000.00

14

Kaca cermin 5 mm

m

120,000.00

15

Kaca patri

m

16

Fiber glass

lbr

1

Kapur pasang

2 3

Kapur sirih Kapur sirih

4

72,500.00 500.00

42,000.00

21,000.00

1,000.00

4,500.00

4,300.00 14,000.00 13,000.00 4,500.00

5,000.00

8,000.00

ltr ltr

3,500.00 35,000.00

BAHAN KACA

66,000.00

300,000.00

28,000.00

BAHAN PLASTIK 1 2

Pipa PVC abu-abu dia. 1/2" Wavin Pipa PVC abu-abu dia. 3/4" Wavin

btg btg

12,650.00 17,000.00

3 4 5

Pipa PVC abu-abu dia. 1" Wavin

btg

20,500.00

Pipa PVC abu-abu dia. 1 1/2" Wavin Pipa PVC abu-abu dia. 2" Wavin

btg btg

45,000.00 60,000.00

6

Pipa PVC abu-abu dia. 2 1/2" Wavin

btg

82,000.00

7 8

Pipa PVC abu-abu dia. 3" Wavin Pipa PVC abu-abu dia. 4" Wavin

btg btg

82,000.00 135,000.00

9 10

Pipa PVC putih dia. 1/2" Wavin Pipa PVC putih dia. 3/4" Wavin

btg btg

12,000.00 15,000.00

11

Pipa PVC putih dia. 1" Wavin

btg

21,000.00

12

Pipa PVC putih medium dia. 3" Wavin

btg

13

Pipa PVC putih tebal dia. 3" Wavin

btg

48,000.00 80,000.00

14

Pipa PVC putih medium dia. 4" Wavin

btg

135,000.00

15 16

Pipa PVC putih tebal dia. 4" Wavin Atap plastik gelombang PVC

btg lbr

157,000.00 67,500.00

batang batang

75,000.00 20,000.00

TANAMAN HIAS / PERINDANG TANAMAN PERINDANG 1 2

Angsana, tinggi +/- 2m dia 5 cm Asem jawa, tinggi +/- 1,5 m dia 2 cm

3

Bauhmis (Orchid tree), tinggi +/- 2 m dia 2 cm

batang

17,500.00

4 5

Beringin, tinggi +/- 1 m dia 2 cm putih Beringin, tinggi +/- 2 m dia 3 cm putih

batang batang

50,000.00 125,000.00

6

Biola cantik, tinggi +/- 3 m dia 5 cm

batang

300,000.00

7 8

Biola cantik, tinggi +/- 1,5 m ia 3 cm Filisium, tinggi +/- 1,5 m dia 2 cm

batang batang

75,000.00 20,000.00

9

Gayam, tinggi +/- 1,5 m dia 2 cm

batang

20,000.00

10

Gidogan Biasa, tinggi +/- 1 m dia 1,5 cm

batang

20,000.00

11 12

Kenari, tinggi +/- 1,5 m dia 2 cm Kepel, tinggi +/- 1,5 m dia 3 cm

batang batang

16,000.00 40,000.00

13 14 15 16

Ketepang, tinggi +/- 1,5 m dia 2 cm Mahoni, tinggi +/- 1,5 m dia 2 cm Sawo Kecik, tinggi +/- 1,5 m dia 2 cm Sentul, tinggi +/- 1,5 m dia 2 cm

batang batang batang batang

17,500.00 25,000.00 17,500.00 20,000.00

17

Tanjung, tinggi +/- 1 m dia 2 cm

batang

25,000.00

Bahan - 11

NO.


SATUAN

HARGA SATUAN (Rp.)

18

Tanjung, tinggi +/- 3 m dia 3 cm

batang

75,000.00

19 20

Beringin , tinggi +/- 2-3 m Beringin, tinggi +/- 3 m dia 4 cm

batang batang

150,000.00 300,000.00

1

TANAMAN HIAS RUMPUT Rumput Gajah (tanam)

m

12,000.00

2 3

Rumput Gajah (gebalan) Rumput Manila (gebalan)

15,000.00 10,000.00

4 5

Rumput golf Rumput gebalan PERDU

m m m

1 2 3 4

Bougenville, tinggi +/- 0, 5 m Bougenville, tinggi +/- 0, 7 m Bougenville, tinggi +/- 1, 0 m Bougenville varigata, tinggi +/- 0, 8 m


5 6 7

Classia planisicua, tinggi +/- 0,5 m Kembang Sepatu (Bangkok), tinggi +/- 0,2 m Kembang Sepatu (lokal), tinggi +/- 0,4 m

batang batang batang

40,000.00 70,000.00 100,000.00 150,000.00 15,000.00 10,000.00 5,000.00

8 9

Mawar, tinggi +/- 0,25 m Palem botol, tinggi +/- 0,8 m kecil 15 cm

batang rumpun

7,500.00 150,000.00

10 11 12

Palem kuning, tinggi +/- 0,6 m Palem kuning, tinggi +/- 1 m Palem kuning, tinggi +/- 1,5 - 2 m

rumpun rumpun rumpun

12,500.00 20,000.00 125,000.00

13 14

Palem kuning, tinggi +/- 2 - 3 m Palem merah, tinggi +/- 2 - 3 m

rumpun rumpun

175,000.00 150,000.00

15 16 17 18

Palem wregu, tinggi +/- 0,6 m Palem putri, tinggi +/- 1 m Soka pagar, 0,3 m Serut, tinggi +/- 1 - 1,5 m

rumpun rumpun batang batang

15,000.00 75,000.00 5,000.00 450,000.00

19 20

Puring bangkok, tinggi +/- 0,6 m Phonik, tinggi +/- 1 m

batang batang

12,500.00 150,000.00

21 22

Batavia / Jatropa, tinggi +/- 0,5 m Serut, tinggi +/- 1,5 m POHON

batang batang

15,000.00 750,000.00

1 2

Cemara kipas, tinggi +/- 0,5 m Cemara kipas, tinggi +/- 1,5 m

batang batang

20,000.00 75,000.00

3 4 5 6

Cemara lilin, tinggi +/- 1,5 m Cemara rantes, tinggi +/- 1 m Cemara udang, tinggi +/- 1 - 1,5 m Cemara norvox, tinggi +/- 0,6 m


40,000.00 40,000.00 600,000.00 50,000.00

7 8 9

Cemara norvox, tinggi +/- 1,5 m Cempokok mulyo, tinggi +/- 0,5 m Cempokok mulyo, tinggi +/- 1 m


80,000.00 15,000.00 40,000.00

10 11

Ceplok Piring, tinggi +/- 0,5 m Ceplok Piring, tinggi +/- 1 m

batang batang

7,500.00 20,000.00

12 13 14

Glodogan Pecut, tinggi +/- 1 m Glodogan Pecut, tinggi +/- 2 m Kelapa gading, tinggi +/- 3 m


14,000.00 25,000.00 200,000.00

15 16

Nusa indah, tinggi +/- 0,5 m Nusa indah, tinggi +/- 1 m

batang batang

17 18 19

Palem ekor tupai, tinggi +/- 1 m Palem ekor tupai, tinggi +/- 2 m Palem jepang, tinggi +/- 1 m

batang batang rumpun

10,000.00 30,000.00 75,000.00 150,000.00 50,000.00

20 21 22 23

Palem jepang, tinggi +/- 2 m Palem raja, tinggi +/- 4 m Palem raja, tinggi +/- 6 m Palem raja, tinggi +/- 7 m

rumpun batang batang batang

100,000.00 150,000.00 250,000.00 1,500,000.00

1

SEMAK Alamanda, tinggi +/- 0,2 m

rumpun

5,000.00

2 3 4

Canna holland, tinggi +/- 0,3 m Canna lokal, tinggi +/- 0,5 m Cendrawasih, tinggi +/- 0,2 m

rumpun rumpun batang

15,000.00 7,500.00 5,000.00

5 6

Cantik manis, tinggi +/- 0,2 m Dieffenbachia, tinggi +/- 0,2 m

batang batang

3,000.00 10,000.00

7 8 9 10

Dieffenbachia, tinggi +/- 0,5 m Hanjuang, tinggi +/- 0,3 m Helogenia, tinggi +/- 0,4 m Kayu besi, tinggi +/- 0,5 m

batang batang rumpun batang

20,000.00 3,000.00 4,000.00 7,500.00

11 12 13

Kuping gajah, tinggi +/- 0,3 m Lantana, tinggi +/- 0,2 m Lantana, tinggi +/- 0,3 m


7,500.00 4,000.00 5,000.00

14 15

Yuliana Iler

rumpun rumpun

5,000.00 5,000.00

16 17 18

Yuca, tinggi +/- 0,4 m Yuca, tinggi +/- 0,75 m Melati, tinggi +/- 0,2 m


30,000.00 70,000.00 10,000.00

19 20

Phylodendron, tinggi +/- 0,4 m Phylodendron, tinggi +/- 0,7 m

rumpun rumpun

7,500.00 15,000.00

21 22 23 24

Sansiswa Sirig gading, tinggi +/- 0,3 m Soka bangkok, tinggi +/- 0,2 m Soka jepang, tinggi +/- 0,2 m

rumpun rumpun batang batang

7,500.00 3,000.00 7,500.00

25 26

Stevanut, tinggi +/- 0,3 m Taiwan beauty, tinggi +/- 0,2 m

batang rumpun

12,500.00 3,000.00

m

Bahan - 12

11,000.00 5,000.00

3,000.00

NO.


SATUAN

HARGA SATUAN (Rp.)

27

Teh-tehan hijau bulat, tinggi +/- 0,3 m

batang

5,000.00

28 29 30

Teh-tehan hijau bulat, tinggi +/- 0,5 m Teh-tehan hijau bulat (pagar), tinggi +/- 0,4 m Teh-tehan hijau bulat (pagar), tinggi +/- 0,3 m


20,000.00 3,000.00 1,000.00

31 32 33

Teh-tehan kuning, tinggi +/- 0,2 m Teh-tehan kuning bulat, tinggi +/- 0,3 m Tri colour, tinggi +/- 0,3 m


500.00 5,000.00 12,500.00

34 35

Dracaena, tinggi +/- 0,8 m Bambu pangkas, tinggi +/- 0,2 m

rumpun batang

15,000.00 12,000.00

36 37

Patah tulang, tinggi +/- 0,3 m Kuncira, tinggi +/- 0,3 m

rumpun rumpun

3,000.00 3,000.00

38 39 40

Varent, tinggi +/- 0,3 m Anthurium tinggi +/- 0,3 m Bakung tinggi +/- 0,3 m


4,000.00 20,000.00 4,000.00

41 42 43

Nanas merah tinggi +/- 0,2 m Nanas kuning tinggi +/- 0,2 m Krisdoren tinggi +/- 0,2 m


25,000.00 15,000.00 20,000.00

1 2 3

TANAMAN PENUTUP TANAH Adam eva kecil tinggi +/- 0,1 m Adam eva besar tinggi +/- 0,2 m Agave, tinggi +/- 0,4 m


1,500.00 4,000.00 50,000.00

4 5

Agave, tinggi +/- 0,2 m Andong, tinggi +/- 0,3 m

rumpun batang

20,000.00 2,000.00

6 7 8

Andong, tinggi +/- 0,2 m Aponika, tinggi +/- 0,2 m Portulaka rendah/pendek

batang rumpun rumpun

1,500.00 500.00 2,000.00

9 10

Portulaka bangkok Lili paris

rumpun rumpun

4,000.00 1,500.00

11 12 13

Mega mendung, tinggi +/- 0,3 m Modogras, tinggi +/- 0,2 m Suplier, tinggi +/- 0,4 m

batang rumpun rumpun

7,500.00 800.00 20,000.00

14 15 16 17

Terang bulan, tinggi +/- 0,4 m Lili paris brasil tinggi +/- 0,3 m Pupuk kandang Tanah untuk media tanam

rumpun rumpun kg m

8,000.00 4,500.00 500.00 60,000.00

1

PERALATAN KEBERSIHAN Sapu lidi

bh

3,000.00

2 3 4

Tangkai Sapu Tomblok Hareg

bh bh bh

5 6 7

Kerug Seragam Sarung tangan

bh bh bh

5,000.00 3,500.00 3,000.00 5,000.00 75,000.00 7,500.00

8 9

Masker Gerobak (alat baru)

bh bh

7,500.00 1,500,000.00

10 11 12 13

Gerobak (sewa) Serok Gunting pangkas Mesin potong rumput

bh bh bh bh

1,500.00 5,000.00 35,000.00 3,000,000.00

14 15 16

Gathul Garpu tanah Arit

bh bh bh

10,000.00 15,000.00 20,000.00

17 18 19

Gerobak celeng Sepatu Ember

bh ps bh

400,000.00 75,000.00 5,000.00

20 21

Bagor Irus

bh bh

600.00 10,000.00

22 23 24

Cetok Linggis Martil

bh bh bh

10,000.00 35,000.00 10,000.00

25 26

Betel Pacul

bh bh

12,000.00 30,000.00

27 28 29 30

Sewa kendaraan untuk membuang lumpur Gas oksigen 5 kg Nipel Pipa dia. 3/8" - 15 cm

hr tb bh bh

118,000.00 15,000.00 10,000.00 1,500.00

31 32 33

Nitobond EC Conbextra EP Cebex 100

kg kg kg

100,000.00 200,000.00 150,000.00

34 35 36

Sewa Compressor untuk pekerjaan grouting Sewa Mesin Grouting Sewa mesin gerinda untuk pekerjaan grouting

hr hr hr

250,000.00 150,000.00 100,000.00

37 38

Sewa mixer ubtuk pekerjaan grouting Alat bantu pekerjaan grouting

hr ls

39 40 41

Alat bantu pekerjaan pekerjaan marka Alat bantu pekerjaan pekerjaan expantion joint Pelapisan kedap air lantai dengan coating ( terpasang )

ls ls m

130,000.00 130,000.00 40,000.00

42

Pelapisan kedap air lantai dengan membran ( terpasang ) LAIN-LAIN Tiang bendera

m

60,000.00

-Pondasi umpak

buah

31,000.00

-Ompak ornamen

buah

65,800.00

-Tiang galvanis 3"

m'

23,375.00

buah

39,825.00

1

-Bendera 120 x 180

Bahan - 13

6,000.00 5,000.00

NO.


SATUAN

HARGA SATUAN (Rp.)

2 3 4 3

Rambu lalu lintas (terpasang) Papan nama jalan (terpasang) Sumur peresapan 5 m Minyak Flux

buah buah buah liter

4 5

Asbuton Tumpuan konstruksi

kg m

2,350.00 66,700.00

4 5

Kerikil sungai - royalty Batu gunung - royalty

m3 m3

5,750.00 5,750.00

6 5

Uji test besi ( 3 sampel tiap jenis diameter benda uji ) Uji test aspal

set ttk

150,000.00 100,000.00

6 7 6

Sewa alat sondir Sewa Scaffolding Benda uji silinder beton

hr unit bh

7 8

Biaya tes beton per benda uji Biaya analisis tes beton perbeda uji

bh bh

Bahan - 14

150,000.00 250,000.00 495,000.00 12,000.00

100,000.00 20,000.00 3,000.00 5,000.00 15,000.00

HARGA ALAT UNTUK PEKERJAAN ANALISA - E

NO.

MACAM ALAT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

Mesin penyampur aspal (AMP) Aspahlt Finisher Mesin penyemprot aspal 800 liter (Asphlt Sprayer) Buldozer 100 - 150 HP Compressor 4000 - 6500 L/M Concrette Mixer 0,3 - 0,6 m3 Crane 10 - 15 Ton Dump Truck 3 - 4 M3 Dump Truck 8 ton 125 HP Excavator 80 - 140 HP Flat Bed Truck (Truk Bak Terbuka) 3 - 4 m3 Genset 125 KVA Motor Grader > 100 HP Track Loader 75 - 100 HP Wheel Loader 105 HP Mesin Gilas 3 Roda 8 - 10 ton (Three Wheel Roller) Mesin Gilas Tandem 6 - 8 ton (Tandem Roller) Mesin Roda Karet 8 - 10 ton (Pneumatic Tyre Roller) Mesin Gilas getar otomatis 5 - 8 T Alat penggetar beton 4 HP (Concrette Vibrator) Pemecah batu 220 HP (Stone Crusher) Water Pump / Pompa Air 70 - 100 mm Truk tangki air 100 HP 4000 L (Water Tank Truck ) Stamper 5 HP Jack Hammer Fulvi Mixer

27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

SATUAN

E01 E02 E03 E04 E05 E06 E07 E08 E09 E10 E11 E12 E13 E14 E15 E16 E17 E18 E19 E20 E21 E22 E23 E25 E26 E27

HARGA

Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit

7,500,000,000.00 715,000,000.00 145,000,000.00 700,000,000.00 175,000,000.00 45,000,000.00 300,000,000.00 100,000,000.00 145,000,000.00 250,000,000.00 250,000,000.00 440,000,000.00 880,000,000.00 300,000,000.00 840,000,000.00 125,000,000.00 460,000,000.00 510,000,000.00 500,000,000.00 12,000,000.00 491,500,000.00 5,000,000.00 50,000,000.00 3,000,000.00 3,500,000.00 100,000,000.00

Mesin penyaring 8 HP Chip Spreader Mesin penghampar 1820 MM 30 HP Thriller gandeng 1 ton Dump Truck 3,5 ton 44 HP

jam jam jam jam jam

50,000.00 50,000.00 181,000.00 184,000.00 118,000.00

Pompa air (D 5 cm) 30 m3 / jam Thriller 1ton Traktor Alat Bor Alat Ukur Beton Molen Mata Cutter Mesin Cutter Motor Walls Peralatan Las Sprayer Alat bantu untuk pekerjaan analisa - E

jam jam jam jam jam jam bh jam jam jam jam ls

11,000.00 15,000.00 15,000.00 150,000.00 75,000.00 25,000.00 1,000,000.00 60,000.00 20,000.00 75,000.00 48,000.00 500.00

KETERANGAN

Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat Alat

Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru Baru

Sewa Sewa Sewa Sewa Sewa Sewa Sewa Sewa Sewa Sewa Sewa baru Sewa Sewa Sewa Sewa

ANALISA SATUAN PEKERJAAN No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

PEKERJAAN PERSIAPAN AK

2

100.00 m

Pekerjaan Pengukuran Gedung

8.0000

org Pekerja

@ Rp.

20,000.00

160,000.00

-

2.0000

org Mandor

@ Rp.

32,500.00

65,000.00

-

0.5000

org Pengawas

@ Rp.

37,200.00

18,600.00

-

2.0000

org Asisten Ahli Ukur

@ Rp.

87,200.00

174,400.00

-

1.0000

hr

@ Rp.

75,000.00

75,000.00

-

493,000.00

-

Sewa alat ukur JUMLAH ( BELUM PPN ) JASA 10 %

1.0000

2

m

49,300.00

JUMLAH

542,300.00

DIBULATKAN

542,300.00

Pekerjaan Pengukuran

0.01 SNI

1

1.0000 m

3

x

542,300.00

5,423.00

Pengukuran dan pemasangan bouwplank untuk gedung dan saluran

6.4

0.0120

m

03-2835-2002

0.0200 0.0070

kg Paku reng 3 m Kayu meranti papan 3/20

0.1000

Kayu meranti 5/7

@ Rp.

1,678,000.00

@ Rp.

8,000.00

160.00

@ Rp.

1,678,000.00

11,746.00

org Tukang kayu

@ Rp.

30,000.00

0.0100

org Kepala tukang kayu

@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0050

org Mandor

@ Rp.

32,500.00

JUMLAH ( BELUM PPN )

2

20,136.00

3,000.00

162.50 5,487.50

JASA 10 %

548.75

3,204.20

6,036.25

35,246.20

DIBULATKAN

6,036.00

35,246.00

1.0000 m

6.8

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

03-2835-2002

0.0500

org Mandor

@ Rp.

32,500.00

1,625.00

Membersihkan lapangan dan perataan


3,625.00

JASA 10 %

3,987.50

DIBULATKAN

3,987.00

bh

0.0350

m

1.4000

m

0.6000

kg Paku

1.5000

kg

16.8000

1

Membuat Papan Nama Proyek 80x120 cm

Kayu meranti

@ Rp.

1,678,000.00

58,730.00

Seng plat lebar 90 cm

@ Rp.

25,000.00

35,000.00

@ Rp.

10,000.00

6,000.00

@ Rp.

32,000.00

48,000.00

@ Rp.

764.00

12,835.20 1,971.00

Cat kayu

0.0270

kg PC 3 m Pasir beton

@ Rp.

73,000.00

0.0405

m

Kerikil beton

@ Rp.

78,650.00

0.0175

org Tukang batu

@ Rp.

27,500.00

481.25

1.0000

org Tukang kayu

@ Rp.

30,000.00

30,000.00

1.0000

org Tukang cat

@ Rp.

25,000.00

25,000.00

2.1000

org Pekerja

@ Rp.

20,000.00

42,000.00

1.0050

org Mandor

@ Rp.

32,500.00

32,662.50

3


6.16

2

1.0000 m

3

0.2750

m

0.0300

m

3 3

3,185.33

130,143.75

JASA 10 %

SNI

-

362.50

JUMLAH

1.0000

3

32,042.00

JUMLAH

SNI

A4

-

165,721.53

13,014.38

16,572.15

JUMLAH

143,158.13

182,293.68

DIBULATKAN

143,158.00

182,293.00

Pembuatan jalan sementara, tebal 25 cm

Batu belah

@ Rp.

80,000.00

22,000.00

Kerikil

@ Rp.

78,650.00

2,359.50

0.0500

m

@ Rp.

76,000.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.1000

org Mandor

@ Rp.

32,500.00

3,250.00

Pasir

JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH

3,800.00

23,250.00

28,159.50

2,325.00

2,815.95

25,575.00

30,975.45

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

1.0000 m

2

Pembuatan kantor sementara, dengan lantai plesteran

6.5

1.2500

10,000.00

12,500.00

0.1800

btg Dolken kayu Ø 8 - 10/400 cm 3 m Kayu meranti

@ Rp.

03-2835-2002

@ Rp.

1,678,000.00

302,040.00

0.8500

kg Paku biasa

@ Rp.

8,000.00

6,800.00

1.1000

kg

@ Rp.

8,800.00

9,680.00

35.0000

Baja strip

0.1500

kg PC 3 m Pasir pasang

0.1000

m

3

0.1500

m

3

30.0000

@ Rp.

764.00

26,740.00

@ Rp.

76,000.00

11,400.00

Pasir beton

@ Rp.

73,000.00

7,300.00

Kerikil beton

@ Rp.

78,650.00

11,797.50 10,500.00

bh Bata merah

@ Rp.

350.00

0.2500

lbr

@ Rp.

38,500.00

9,625.00

2.0000

bh Jendela nako

@ Rp.

20,000.00

40,000.00

0.0800

m

@ Rp.

60,500.00

4,840.00

0.1500

bh Kunci tanam

@ Rp.

35,000.00

5,250.00

0.0600

lbr

@ Rp.

41,250.00

2.0000

org Tukang kayu

@ Rp.

30,000.00

60,000.00

1.0000

org Tukang batu

@ Rp.

27,500.00

27,500.00

0.3000

org Kepala tukang

@ Rp.

32,500.00

9,750.00

2.0000

org Pekerja

@ Rp.

20,000.00

40,000.00

0.0500

org Mandor

@ Rp.

32,500.00

1,625.00

2

Seng plat 3" x 6 " Kaca polos Plywood 4 mm


138,875.00

JASA 10 %

1

2,475.00

460,947.50

13,887.50

46,094.75

JUMLAH

152,762.50

507,042.25

DIBULATKAN

152,762.00

507,042.00

SNI

1.0000 m

6.2

1.2500

03-2835-2002

2.5000

kg

PC

@ Rp.

764.00

1,910.00

1.2000

lbr

Seng gelombang 2"-5" BJLS 24

@ Rp.

25,000.00

30,000.00

0.0050

m

3

Pasir beton

@ Rp.

73,000.00

365.00

0.0090

m

3

Kerikil beton

@ Rp.

78,650.00

707.85

0.0250

m

3

Kaso 5/7 kayu meranti

@ Rp.

1,678,000.00

41,950.00

0.0600

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

480.00

0.4000

kg Meni besi

@ Rp.

12,000.00

4,800.00

0.2000

org Tukang kayu

@ Rp.

30,000.00

0.0200


@ Rp.

32,500.00

650.00

0.4000

org Pekerja

@ Rp.

20,000.00

8,000.00

0.0200

org Mandor

@ Rp.

32,500.00

650.00

Pembuatan pagar sementara dari seng gelombang tinggi 2 meter

btg Dolken kayu Ø 8 - 10/400 cm

@ Rp.

10,000.00


12,500.00

6,000.00

15,300.00

JASA 10 %

92,712.85

1,530.00

9,271.29

JUMLAH

16,830.00

101,984.14

DIBULATKAN

16,830.00

101,984.00

PEKERJAAN TANAH 3

SNI

1.0000 m

6.1

0.4000

org Pekerja

@ Rp.

20,000.00

0.0400

org Mandor

@ Rp.

32,500.00

Galian tanah biasa sedalam sampai 1 meter


1,300.00 9,300.00

JASA 10 %

3

8,000.00

930.00

JUMLAH

10,230.00

DIBULATKAN

10,230.00

SNI

1.0000 m

6.2

0.5260

org Pekerja

@ Rp.

20,000.00

10,520.00

0.0526

org Mandor

@ Rp.

32,500.00

1,709.50

Galian tanah biasa sedalam 1 - 2 meter


12,229.50

JASA 10 %

3

-

-

1,222.95

JUMLAH

13,452.45

DIBULATKAN

13,452.00

SNI

1.0000 m

6.3

0.7350

org Pekerja

@ Rp.

20,000.00

0.0735

org Mandor

@ Rp.

32,500.00



14,700.00 2,388.75 17,088.75 1,708.88 18 797 63

-

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

3

SNI

1.0000 m

6.4

0.6250

org Pekerja

@ Rp.

20,000.00

0.0620

org Mandor

@ Rp.

32,500.00

Galian tanah keras sedalam sampai 1 meter

JUMLAH ( BELUM PPN ) JUMLAH

15,966.50

DIBULATKAN

15,966.00

1.0000 m

6.5

1.2500

org Pekerja

@ Rp.

20,000.00

0.1250

org Mandor

@ Rp.

32,500.00

Galian tanah cadas sedalam sampai 1 meter


DIBULATKAN

31,968.00

6.6

0.8230

org Pekerja

@ Rp.

20,000.00

0.0830

org Mandor

@ Rp.

32,500.00

Galian tanah lumpur sedalam 1 meter


16,460.00 2,697.50 19,157.50

JASA 10 %

21,073.25

DIBULATKAN

21,073.00

Membuat sumur

2.0000

bh Buis beton D. 80 cm

@ Rp.

32,000.00

1.0000

org Tukang gali sumur

@ Rp.

34,900.00

34,900.00

0.7350

org Pekerja

@ Rp.

20,000.00

14,700.00

0.0735

org Mandor

@ Rp.

32,500.00

3

2,388.75 64,000.00

5,198.88

6,400.00

JUMLAH

57,187.63

70,400.00

DIBULATKAN

57,187.00

70,400.00

Mengangkut tanah sejauh 30 meter

0.3300

org Pekerja

@ Rp.

20,000.00

0.0100

org Mandor

@ Rp.

32,500.00


6,600.00 325.00 6,925.00

JASA 10 %

3

64,000.00

51,988.75

JASA 10 %

1.0000 m

692.50

JUMLAH

7,617.50

DIBULATKAN

7,617.00

SNI

1.0000 m

6.8

0.5160

org Pekerja

@ Rp.

20,000.00

10,320.00

0.0500

org Mandor

@ Rp.

32,500.00

1,625.00

Pembuangan tanah sejauh 150 meter


11,945.00

JASA 10 %

A14

1.0000 m

3

1,194.50

JUMLAH

13,139.50

DIBULATKAN

13,139.00

Membuang tanah dengan menghampar

0.2500

org Pekerja

@ Rp.

20,000.00

5,000.00

0.0100

org Mandor

@ Rp.

32,500.00

325.00


5,325.00

JASA 10 %

3

-

1,915.75

JUMLAH


A6

-

2,906.25 31,968.75

1.0000 m

1

4,062.50

JUMLAH

SNI

1.0000 m

25,000.00 29,062.50

JASA 10 %

Mod. SNI 6.3

-

1,451.50

SNI

3

2,015.00 14,515.00

JASA 10 %

3

12,500.00

532.50

JUMLAH

5,857.50

DIBULATKAN

5,857.00

SNI

1.0000 m

6.9

0.1920

org Pekerja

@ Rp.

20,000.00

0.0190

org Mandor

@ Rp.

32,500.00

Urug kembali bekas galian

JUMLAH ( BELUM PPN ) JASA 10 %

3,840.00 617.50 4,457.50 445.75

JUMLAH

4,903.25

DIBULATKAN

4,903.00

-

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

1.0000

m

0.2500

org Pekerja

@ Rp.

20,000.00

0.0100

org Mandor

@ Rp.

32,500.00

Meratakan tanah ditumbuk halus


532.50

JUMLAH

5,857.50

DIBULATKAN

5,857.00

m

3

1.2000

m

3

@ Rp.

55,000.00

0.3000

org Pekerja

@ Rp.

20,000.00

6,000.00

0.0100

org Mandor

@ Rp.

32,500.00

325.00

1.0000

Urug pasir

Pasir urug


A18

6,600.00

JUMLAH

6,957.50

72,600.00

DIBULATKAN

6,957.00

72,600.00

3

1.2000

m

3

@ Rp.

35,000.00

0.3000

org Pekerja

@ Rp.

20,000.00

0.0100

org Mandor

@ Rp.

32,500.00

Urug tanah mendatangkan

Tanah urug


6.15

42,000.00 4,200.00

JUMLAH

6,957.50

46,200.00

DIBULATKAN

6,957.00

46,200.00

3

1.2000

m

3

@ Rp.

66,000.00

0.2500

org Pekerja

@ Rp.

20,000.00

0.0250

org Mandor

@ Rp.

32,500.00

Urugan sirtu

Sirtu


6.14

581.25

7,920.00 87,120.00

DIBULATKAN

6,393.00

87,120.00

3

1.2000

m

Ijuk

@ Rp.

75,000.00

0.1500

org Pekerja

@ Rp.

20,000.00

0.0150

org Mandor

@ Rp.

32,500.00

Pemasangan lapisan ijuk


90,000.00 3,000.00 487.50 3,487.50

JASA 10 %

90,000.00

348.75

9,000.00

JUMLAH

3,836.25

99,000.00

DIBULATKAN

3,836.00

99,000.00

MOD

1.0000

m

B3

0.2000

btg Bambu

1.0000

m

0.5000 0.0250

Gebalan rumput

@ Rp.

7,000.00

@ Rp.

5,000.00

org Pekerja

@ Rp.

20,000.00

10,000.00

org Mandor

@ Rp.

32,500.00

812.50

2

79,200.00

6,393.75

3

2

812.50

JUMLAH

m

1.0000

79,200.00 5,000.00 5,812.50

JASA 10 %

SNI

325.00 632.50

m

1.0000

42,000.00 6,000.00 6,325.00

JASA 10 %

SNI

66,000.00

632.50

m

1.0000

66,000.00

6,325.00

JASA 10 %

MOD

325.00 5,325.00

JASA 10 %

A18

5,000.00

Gebalan rumput


1,400.00 5,000.00

10,812.50

6,400.00

1,081.25

640.00

JUMLAH

11,893.75

7,040.00

DIBULATKAN

11,893.00

7,040.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

PEKERJAAN PASANGAN SNI

1.0000 m

3

3 3

6.14

1.2000

m

03-2836-2002

0.3000

m

0.3900

Pasangan pondasi batu kosong

Batu belah 15/20 cm

@ Rp.

80,000.00

Pasir urug

@ Rp.

55,000.00

org Tukang batu

@ Rp.

27,500.00

10,725.00

0.0390

org Kepala tukang batu

@ Rp.

30,000.00

1,170.00

0.7800

org Pekerja

@ Rp.

20,000.00

15,600.00

0.0390

org Mandor

@ Rp.

32,500.00


96,000.00 16,500.00

1,267.50 28,762.50

112,500.00

2,876.25

11,250.00

JUMLAH

31,638.75

123,750.00

DIBULATKAN

31,638.00

123,750.00

JASA 10 %

SNI

1.0000 m

3

6.9

1.1000

m

3

03-2836-2002

0.2290

m

3

0.2290

m

3

0.5440

m

3

Pasir pasang

@ Rp.

76,000.00

0.6000

org Tukang batu

@ Rp.

27,500.00

0.0600


@ Rp.

30,000.00

1,800.00

1.5000

org Pekerja

@ Rp.

20,000.00

30,000.00

0.0750

org Mandor

@ Rp.

32,500.00

Pasangan pondasi 1 Kp : 1 Sm : 1 Ps

Batu belah (hitam) 15/20 cm

@ Rp.

80,000.00

88,000.00

Kapurr pasang

@ Rp.

72,500.00

16,602.50

Semen merah

@ Rp.

80,000.00

18,320.00


3

3

164,266.50

5,073.75

16,426.65

JUMLAH

55,811.25

180,693.15

DIBULATKAN

55,811.00

180,693.00

Pasangan pondasi 1 Pc : 3 Kp : 5 Ps

1.2000

m

95.4200

kg

0.2290

m

3

0.3820

m

3

0.6000

org Tukang batu

@ Rp.

27,500.00

0.0600


@ Rp.

30,000.00

1,800.00

1.5000

org Pekerja

@ Rp.

20,000.00

30,000.00

0.0750

org Mandor

@ Rp.

32,500.00


@ Rp.

80,000.00

96,000.00

PC

@ Rp.

764.00

72,900.88

Kapurr pasang

@ Rp.

72,500.00

16,602.50

Pasir pasang

@ Rp.

76,000.00

29,032.00


1.0000 m

3

m

3

16,500.00

2,437.50 50,737.50

JASA 10 %

SNI

2,437.50 50,737.50

JASA 10 %

1.0000 m

41,344.00 16,500.00

21,453.54

JUMLAH

55,811.25

235,988.92

DIBULATKAN

55,811.00

235,988.00


6.12

1.1000

03-2835-2002

61.0000

kg

0.1470

m

3

0.4920

m

3

0.6000

org Tukang batu

@ Rp.

27,500.00

0.0600


@ Rp.

30,000.00

1,800.00

1.5000

org Pekerja

@ Rp.

20,000.00

30,000.00

0.0750

org Mandor

@ Rp.

32,500.00

2,437.50


@ Rp.

80,000.00

88,000.00

PC

@ Rp.

764.00

46,604.00

Kapurr pasang

@ Rp.

72,500.00

10,657.50

Pasir pasang

@ Rp.

76,000.00

37,392.00


6.5 03-2836-2002

1.0000 m

3

m

3

1.1000 163.0000

16,500.00

50,737.50

JASA 10 %

SNI

214,535.38

5,073.75

182,653.50

5,073.75

18,265.35

JUMLAH

55,811.25

200,918.85

DIBULATKAN

55,811.00

200,918.00

Pasangan pondasi 1 Pc : 4 Ps

Batu belah 15/20 cm

@ Rp.

80,000.00

88,000.00 124,532.00


@ Rp.

764.00

0.5200

@ Rp.

76,000.00

0.6000

org Tukang batu

@ Rp.

27,500.00

16,500.00

0.0600


@ Rp.

30,000.00

1,800.00

1.5000

org Pekerja

@ Rp.

20,000.00

30,000.00

0.0750

org Mandor

@ Rp.

32,500.00


39,520.00

2,437.50 50,737.50

252,052.00

5 073 75

25,205.20

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

2

1.0000 m

Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 10 Ps

6.15

70.0000

bh Bata merah 5 x 11 x 22 cm

@ Rp.

350.00

24,500.00

03-2837-2002

4.5000

kg

PC

@ Rp.

764.00

3,438.00

0.0150

m

Kapur pasang

@ Rp.

72,500.00

1,087.50

0.0500

m

Pasir pasang

@ Rp.

76,000.00

3,800.00

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100


@ Rp.

30,000.00

300.00

0.3200

org Pekerja

@ Rp.

20,000.00

6,400.00

0.0150

org Mandor

@ Rp.

32,500.00

487.50

3 3


9,937.50

JASA 10 %

SNI

2

1.0000 m

2,750.00

3,282.55

JUMLAH

10,931.25

36,108.05

DIBULATKAN

10,931.00

36,108.00

Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps

6.11

70.0000


@ Rp.

03-2837-2002

11.5000 0.0430


0.1000

org Tukang batu

@ Rp.

27,500.00

2,750.00

0.0100


@ Rp.

30,000.00

300.00

0.3200

org Pekerja

@ Rp.

20,000.00

6,400.00

0.0150

org Mandor

@ Rp.

32,500.00

350.00

24,500.00

@ Rp.

764.00

8,786.00

@ Rp.

76,000.00


2

1.0000 m

6.7

140.0000

03-2837-2002

993.75

3,655.40 40,209.40

DIBULATKAN

10,931.00

40,209.00

Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps


@ Rp.

350.00

49,000.00

10.0800

kg

PC

@ Rp.

764.00

7,701.12

0.0275

m

Kapur pasang

@ Rp.

72,500.00

1,993.75

0.0925

m

Pasir pasang

@ Rp.

76,000.00

0.2000

org Tukang batu

@ Rp.

27,500.00

0.0200


@ Rp.

30,000.00

600.00

0.6500

org Pekerja

@ Rp.

20,000.00

13,000.00

0.0300

org Mandor

@ Rp.

32,500.00

3 3

2

1.0000 m

6.4

140.0000

03-2837-2002

7,030.00 5,500.00

975.00 20,075.00

65,724.87

2,007.50

6,572.49

JUMLAH

22,082.50

72,297.36

DIBULATKAN

22,082.00

72,297.00

Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps


@ Rp.

350.00

49,000.00

26.4500

kg

@ Rp.

764.00

20,207.80

0.0980

m

Pasir pasang

@ Rp.

76,000.00

0.2000

org Tukang batu

@ Rp.

27,500.00

0.0200


@ Rp.

30,000.00

600.00

0.6500

org Pekerja

@ Rp.

20,000.00

13,000.00

0.0300

org Mandor

@ Rp.

32,500.00

3

PC


1.0000 m

2

7,448.00 5,500.00

975.00 20,075.00

JASA 10 %

6.18

36,554.00

10,931.25

JASA 10 %

SNI

487.50

JUMLAH


SNI

3,268.00

9,937.50

JASA 10 %

SNI

32,825.50

993.75

76,655.80

2,007.50

7,665.58

JUMLAH

22,082.50

84,321.38

DIBULATKAN

22,082.00

84,321.00

Pasangan dinding bataco

12.5000

bh Bataco

@ Rp.

1,500.00

18,750.00

12.5000

@ Rp.

764.00

9,550.00

0.0400


@ Rp.

76,000.00

3,040.00

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100


@ Rp.

30,000.00

300.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

812.50


2,750.00

13,862.50

31,340.00

1,386.25

3,134.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

m

SNI

1.0000

6.19

16.0000

bh Roster 25/25 cm

@ Rp.

2,000.00

32,000.00

12.5000

kg

PC

@ Rp.

764.00

9,550.00

0.0400

m

Pasir pasang

@ Rp.

76,000.00

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100


@ Rp.

30,000.00

300.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

3

Pasangan roster 25/25 cm


3,040.00 2,750.00

812.50 13,862.50

JASA 10 %

44,590.00

1,386.25

4,459.00

JUMLAH

15,248.75

49,049.00

DIBULATKAN

15,248.00

49,049.00

PEKERJAAN BETON 3

m

SNI

1.0000

6.13

336.0000

kg

0.5400

m

0.8100

m

0.3500

org Tukang batu

@ Rp.

27,500.00

0.0350


@ Rp.

30,000.00

1,050.00

2.0000

org Pekerja

@ Rp.

20,000.00

40,000.00

0.1000

org Mandor

@ Rp.

32,500.00

3,250.00

3 3

Membuat beton bertulang, 1 Pc : 2 Ps : 3 Kr

-

PC

@ Rp.

764.00

256,704.00

Pasir beton

@ Rp.

73,000.00

39,420.00

Kerikil beton

@ Rp.

78,650.00

63,706.50


53,925.00

JASA 10 %

SNI

1.0000

6.1

218.0000

3

m

35,983.05

JUMLAH

59,317.50

395,813.55

DIBULATKAN

59,317.00

395,813.00

Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr

0.5200

kg PC 3 m Pasir beton

@ Rp.

73,000.00

0.8700

m

Kerikil beton

@ Rp.

78,650.00

0.2500

org Tukang batu

@ Rp.

27,500.00

6,875.00

0.0250


@ Rp.

30,000.00

750.00

1.6500

org Pekerja

@ Rp.

20,000.00

33,000.00

0.0800

org Mandor

@ Rp.

32,500.00

3

@ Rp.

764.00

166,552.00 37,960.00 68,425.50

2,600.00 43,225.00

272,937.50

4,322.50

27,293.75

JUMLAH

47,547.50

300,231.25

DIBULATKAN

47,547.00

300,231.00

JASA 10 %

3

359,830.50

5,392.50


AK

9,625.00

1.0000

m

0.7000

m

Batu kali (hitam)

@ Rp.

80,000.00

56,000.00

61.2500

kg

PC

@ Rp.

764.00

46,795.00

0.4000

m

Pasir pasang

@ Rp.

76,000.00

30,400.00

0.6500

m

Kerikil beton

@ Rp.

78,650.00

1.0000

org Tukang batu

@ Rp.

27,500.00

0.1000

org Kep. Tk. Batu

@ Rp.

30,000.00

3,000.00

6.0000

org Pekerja

@ Rp.

20,000.00

120,000.00

0.3000

org Mandor

@ Rp.

32,500.00

3

3 3

Beton cyclope 1pc:3ps:5kr


51,122.50 27,500.00

9,750.00 160,250.00

184,317.50

16,025.00

18,431.75

JUMLAH

176,275.00

202,749.25

DIBULATKAN

176,275.00

202,749.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.16

3

1.0000 m

400.0000

kg

0.4800

m

0.8000

m

Membuat beton bertulang, 1 Pc : 1,5 Ps : 2,5 Kr

PC

@ Rp.

764.00

305,600.00

Pasir beton

@ Rp.

73,000.00

35,040.00

Kerikil beton

@ Rp.

78,650.00

0.3500

org Tukang batu

@ Rp.

27,500.00

0.0350


@ Rp.

30,000.00

1,050.00

2.0000

org Pekerja

@ Rp.

20,000.00

40,000.00

1.0000

org Mandor

@ Rp.

32,500.00

3 3


6.35

3

1.0000 m

8,317.50

40,356.00

91,492.50

443,916.00

DIBULATKAN

91,492.00

443,916.00

Membuat beton dengan mutu K 225

388.0000

kg

0.6500

m

0.6500

m

Kerikil beton

@ Rp.

78,650.00

1.0000

org Tukang batu

@ Rp.

27,500.00

0.1000


@ Rp.

30,000.00

3,000.00

6.0000

org Pekerja

@ Rp.

20,000.00

120,000.00

0.3000

org Mandor

@ Rp.

32,500.00

3 3

PC

@ Rp.

764.00

296,432.00

Pasir beton

@ Rp.

73,000.00

47,450.00

6.36

3

400.0000

kg

0.4000

m

0.8200

m

51,122.50 27,500.00

9,750.00 160,250.00

395,004.50

16,025.00

39,500.45

JUMLAH

176,275.00

434,504.95

DIBULATKAN

176,275.00

434,504.00

JASA 10 %

1.0000 m

403,560.00

JUMLAH


SNI

32,500.00 83,175.00

JASA 10 %

SNI

62,920.00 9,625.00


PC

@ Rp.

764.00

305,600.00

Pasir beton

@ Rp.

73,000.00

29,200.00

Kerikil beton

@ Rp.

78,650.00

1.0000

org Tukang batu

@ Rp.

27,500.00

0.1000


@ Rp.

30,000.00

3,000.00

6.0000

org Pekerja

@ Rp.

20,000.00

120,000.00

0.3000

org Mandor

@ Rp.

32,500.00

9,750.00

3 3


160,250.00

JASA 10 %

3

1.0000 m

64,493.00 27,500.00

39,929.30

JUMLAH

176,275.00

439,222.30

DIBULATKAN

176,275.00

439,222.00


430.0000

kg

0.5160

m

0.6900

m

Kerikil beton

@ Rp.

78,650.00

1.0000

org Tukang batu

@ Rp.

27,500.00

27,500.00

0.1000


@ Rp.

30,000.00

3,000.00

6.0000

org Pekerja

@ Rp.

20,000.00

120,000.00

0.3000

org Mandor

@ Rp.

32,500.00

3 3

399,293.00

16,025.00

PC

@ Rp.

764.00

328,520.00

Pasir beton

@ Rp.

73,000.00

37,668.00


54,268.50

9,750.00 160,250.00

420,456.50

16,025.00

42,045.65

JUMLAH

176,275.00

462,502.15

DIBULATKAN

176,275.00

462,502.00

JASA 10 %

SNI

1.0000

kg

Pembesian dengan besi polos

6.25

1.0500

kg

Besi beton polos

@ Rp.

7,900.00

0.0150

kg Kawat beton

@ Rp.

9,400.00

0.0070

org Tukang besi

@ Rp.

25,000.00

0.0007

org Kepala tukang besi

@ Rp.

27,000.00

18.90

0.0070

org Pekerja

@ Rp.

20,000.00

140.00

0.0003

org Mandor

@ Rp.

32,500.00


8,295.00 141.00 175.00

9.75 343.65

8,436.00

34.37

843.60

JUMLAH

378.02

9,279.60

DIBULATKAN

378.00

9,279.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

1.0000

kg

Pembesian dengan besi ulir

6.25

1.0500

kg

Besi beton ulir

@ Rp.

8,000.00

0.0150

kg Kawat beton

@ Rp.

9,400.00

0.0070

org Tukang besi

@ Rp.

25,000.00

175.00

0.0007


@ Rp.

27,000.00

18.90

0.0070

org Pekerja

@ Rp.

20,000.00

140.00

0.0003

org Mandor

@ Rp.

32,500.00


2

1.0000 m

3

8,541.00 854.10

JUMLAH

378.02

9,395.10

DIBULATKAN

378.00

9,395.00

Cetakan beton / begisting memakai papan

0.0170

m

Usuk meranti

@ Rp.

1,678,000.00

28,526.00

0.0240

m

Papan cetakan

@ Rp.

1,000,000.00

24,000.00

0.4000

kg

Paku

@ Rp.

8,000.00

3,200.00

0.5000

org Tukang kayu

@ Rp.

30,000.00

15,000.00

0.0500

org Kep. Tk. Kayu

@ Rp.

32,500.00

1,625.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00

325.00

3

20,950.00

JASA 10 %

2

1.0000 m

3

0.0170

m

0.3470 0.4000 0.5000

55,726.00

2,095.00

5,572.60

JUMLAH

23,045.00

61,298.60

DIBULATKAN

23,045.00

61,298.00

Cetakan beton / begisting memakai multiplek

Usuk meranti

@ Rp.

1,678,000.00

28,526.00

lbr Multiplek

@ Rp.

90,000.00

31,230.00

kg

@ Rp.

8,000.00

org Tukang kayu

@ Rp.

30,000.00

15,000.00

0.0500

org Kep. Tk. Kayu

@ Rp.

32,500.00

1,625.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00

Paku


3

1.0000 m

4.0000

2,095.00

6,295.60 69,251.60

DIBULATKAN

23,045.00

69,251.00

Membongkar cetakan

@ Rp.

20,000.00

80,000.00 80,000.00

JASA 10 %

-

8,000.00

JUMLAH

88,000.00

DIBULATKAN

88,000.00

Stutwerk untuk 1 m

m

62,956.00

23,045.00


3

325.00

JUMLAH

org Pekerja

Sup

3,200.00

20,950.00

JASA 10 %

F.V

9.75 34.37


F.8

141.00

343.65

JASA 10 %

F.8

8,400.00

3

beton, tinggi 3 - 4 m ( memakai dolken )

muko2

0.7000

@ Rp.

1,000,000.00

hal

10.5000

org Tukang kayu

Perancah/dolken

@ Rp.

30,000.00

315,000.00

332

1.0500

org Kep. Tk. Kayu

@ Rp.

32,500.00

34,125.00

3.5000

org Pekerja

@ Rp.

20,000.00

70,000.00

0.1750

org Mandor

@ Rp.

32,500.00


700,000.00

5,687.50 424,812.50

700,000.00

42,481.25

70,000.00

JUMLAH

467,293.75

770,000.00

DIBULATKAN

467,293.00

770,000.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

Stutwerk untuk 1 m

32.0000

3

beton, tinggi 3 - 4 m ( memakai scafolding )

unit Scafolding

@ Rp.

20,000.00

3.5000

org Tukang kayu

@ Rp.

30,000.00

105,000.00

0.3500

org Kep. Tk. Kayu

@ Rp.

32,500.00

11,375.00

2.2000

org Pekerja

@ Rp.

20,000.00

44,000.00

0.1200

org Mandor

@ Rp.

32,500.00

JUMLAH ( BELUM TERMASUK PPN ) JASA 10 %

640,000.00

3,900.00 164,275.00

640,000.00

16,427.50

64,000.00

JUMLAH

180,702.50

704,000.00

DIBULATKAN

180,702.00

704,000.00

REKAPITULASI (CONTOH UNTUK 100 KG BESI) Pek. Beton 1:2:3 tanpa dolken, 100 kg besi A.

Beton cor 1pc:2ps:3kr

59,317.50

395,813.55

B.

37,801.50

927,960.00

C.

Tulangan 100 kg 2 Cetakan memakai papan ( 10 m )

230,450.00

612,986.00

D.

Membongkar cetakan

88,000.00

-

JUMLAH

415,569.00

1,936,759.55

DIBULATKAN

415,569.00

1,936,759.00



59,317.50

395,813.55

B.

Tulangan 125 kg

47,251.88

1,159,950.00

C.

Cetakan memakai papan ( 10 m )

230,450.00

612,986.00

D.

2

Membongkar cetakan

88,000.00

-

JUMLAH

425,019.38

2,168,749.55

DIBULATKAN

425,019.00

2,168,749.00

59,317.50

395,813.55

56,702.25

1,391,940.00

230,450.00

612,986.00



B.

Tulangan 150 kg

C.


E.

Membongkar cetakan

2

88,000.00

-

JUMLAH

434,469.75

2,400,739.55

DIBULATKAN

434,469.00

2,400,739.00



59,317.50

395,813.55

B.

Tulangan 175 kg

66,152.63

1,623,930.00

C.


230,450.00

612,986.00

D.

Membongkar cetakan

2

88,000.00

-

JUMLAH

443,920.13

2,632,729.55

DIBULATKAN

443,920.00

2,632,729.00



59,317.50

395,813.55

B.

Tulangan 200 kg

75,603.00

1,855,920.00

C.


230,450.00

612,986.00

D.

2

Membongkar cetakan

88,000.00

-

JUMLAH

453,370.50

2,864,719.55

DIBULATKAN

453,370.00

2,864,719.00

REKAPITULASI (CONTOH UNTUK 100 KG BESI) Pek. Beton 1:2:3 dengan memakai dolken, 100 kg besi A.


59,317.50

395,813.55

B.

Tulangan 100 kg

37,801.50

927,960.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)



59,317.50

395,813.55

B.

Tulangan 125 kg

47,251.88

1,159,950.00

C.


230,450.00

612,986.00

D.

Stut werk / perancah

467,293.75

770,000.00

E.

Membongkar cetakan

88,000.00

2

-

JUMLAH

892,313.13

2,938,749.55

DIBULATKAN

892,313.00

2,938,749.00



59,317.50

395,813.55

B.

56,702.25

1,391,940.00

C.


230,450.00

612,986.00

D.


467,293.75

770,000.00

E.

Membongkar cetakan

88,000.00

-

JUMLAH

901,763.50

3,170,739.55

DIBULATKAN

901,763.00

3,170,739.00



59,317.50

395,813.55

B.

Tulangan 175 kg

66,152.63

1,623,930.00

C.


230,450.00

612,986.00

D.


467,293.75

770,000.00

E.

Membongkar cetakan

88,000.00

2

-

JUMLAH

911,213.88

3,402,729.55

DIBULATKAN

911,213.00

3,402,729.00



59,317.50

395,813.55

B.

75,603.00

1,855,920.00

C.


230,450.00

612,986.00

D.


467,293.75

770,000.00

E.

Membongkar cetakan

88,000.00

-

JUMLAH

920,664.25

3,634,719.55

DIBULATKAN

920,664.00

3,634,719.00

REKAPITULASI (CONTOH UNTUK 100 KG BESI) Pek. Beton 1:2:3 dengan memakai scaffolding, 100 kg besi A.


59,317.50

395,813.55

B.

Tulangan 100 kg

37,801.50

927,960.00

C.


230,450.00

612,986.00

D.

Scafolding / perancah

180,702.50

704,000.00

E.

Membongkar cetakan

88,000.00

2

-

JUMLAH

596,271.50

2,640,759.55

DIBULATKAN

596,271.00

2,640,759.00



59,317.50

395,813.55

B.

Tulangan 125 kg

47,251.88

1,159,950.00

C.


230,450.00

612,986.00

D.


180,702.50

704,000.00

E.

Membongkar cetakan

88,000.00

2

-

JUMLAH

605,721.88

2,872,749.55

DIBULATKAN

605,721.00

2,872,749.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)



59,317.50

395,813.55

B.

56,702.25

1,391,940.00

C.


230,450.00

612,986.00

D.


180,702.50

704,000.00

E.

Membongkar cetakan

88,000.00

-

JUMLAH

615,172.25

3,104,739.55

DIBULATKAN

615,172.00

3,104,739.00



59,317.50

395,813.55

B.

66,152.63

1,623,930.00

C.


230,450.00

612,986.00

D.


180,702.50

704,000.00

E.

Membongkar cetakan

88,000.00

-

JUMLAH

624,622.63

3,336,729.55

DIBULATKAN

624,622.00

3,336,729.00



59,317.50

395,813.55

B.

75,603.00

1,855,920.00

C.


230,450.00

612,986.00

D.


180,702.50

704,000.00

E.

Membongkar cetakan

88,000.00

-

JUMLAH

634,073.00

3,568,719.55

DIBULATKAN

634,073.00

3,568,719.00

PEKERJAAN PELESTERAN G.50.q

1.0000 m

6.5110

2

Plesteran batu kali 1pc:4ps


@ Rp.

764.00

0.0209

@ Rp.

76,000.00

0.2000

org Tukang batu

@ Rp.

27,500.00

5,500.00

0.0200

org Kep. Tk. Batu

@ Rp.

30,000.00

600.00

0.4000

org Pekerja

@ Rp.

20,000.00

8,000.00

0.0200

org Mandor

@ Rp.

32,500.00


4,974.40 1,588.40

650.00 14,750.00

6,562.80

1,475.00

656.28

JUMLAH

16,225.00

7,219.08

DIBULATKAN

16,225.00

7,219.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

2

1.0000 m

6.9

1.8400

kg

03-2837-2002

0.0060

m

0.0140

m

Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm

PC

@ Rp.

764.00

Kapurr pasang

@ Rp.

72,500.00

435.00

Pasir pasang

@ Rp.

76,000.00

1,064.00

0.1500

org Tukang batu

@ Rp.

27,500.00

0.0150


@ Rp.

30,000.00

450.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00

3 3

JUMLAH ( BELUM TERMASUK PPN )

4,125.00

325.00 8,900.00

JASA 10 %

2

1,405.76

890.00

290.48

JUMLAH

9,790.00

3,195.24

DIBULATKAN

9,790.00

3,195.00

SNI

1.0000 m

6.4

5.2000

kg

03-2837-2002

0.0200

m

0.1500

org Tukang batu

@ Rp.

27,500.00

0.0150


@ Rp.

30,000.00

450.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00

325.00

3

Plesteran 1 Pc : 4 Ps, tebal 15 mm

PC

@ Rp.

764.00

3,972.80

Pasir pasang

@ Rp.

76,000.00

1,520.00


4,125.00

8,900.00

JASA 10 %

2

549.28

JUMLAH

9,790.00

6,042.08

DIBULATKAN

9,790.00

6,042.00

1.0000 m

6.30

7.0700

kg

0.0210

m

Pasir pasang

@ Rp.

76,000.00

0.2000

org Tukang batu

@ Rp.

27,500.00

0.0200


@ Rp.

30,000.00

600.00

0.2600

org Pekerja

@ Rp.

20,000.00

5,200.00

0.0130

org Mandor

@ Rp.

32,500.00

03-2837-2002

Plesteran beton 1 Pc : 3 Ps, tebal 15 mm

PC

@ Rp.

764.00


1

1.0000 m

6.31

0.5000

kg

03-2837-2002

0.0020

m

5,401.48 1,596.00 5,500.00

422.50 11,722.50

6,997.48

1,172.25

699.75

JUMLAH

12,894.75

7,697.23

DIBULATKAN

12,894.00

7,697.00

JASA 10 %

SNI

Plesteran skoneng 1 Pc : 2 Ps ( untuk gedung )

PC

@ Rp.

764.00

Pasir pasang

@ Rp.

76,000.00

0.0380

org Tukang batu

@ Rp.

27,500.00

1,045.00

0.0380


@ Rp.

30,000.00

1,140.00

0.0570

org Pekerja

@ Rp.

20,000.00

1,140.00

0.0020

org Mandor

@ Rp.

32,500.00

3


2

1.0000 m

6.35

4.3200

kg

03-2837-2002

0.0160

m

382.00 152.00

65.00 3,390.00

JASA 10 %

SNI

534.00

339.00

53.40

JUMLAH

3,729.00

587.40

DIBULATKAN

3,729.00

587.00

Plesteran siar adukan 1 Pc : 2 Ps

PC

@ Rp.

764.00

Pasir pasang

@ Rp.

76,000.00

0.0700

org Tukang batu

@ Rp.

27,500.00

0.0070


@ Rp.

30,000.00

210.00

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0080

org Mandor

@ Rp.

32,500.00

3

5,492.80

890.00

SNI

3

2,904.76


3,300.48 1,216.00 1,925.00

260.00 5,395.00

4,516.48

539.50

451.65

JUMLAH

5,934.50

4,968.13

DIBULATKAN

5,934.00

4,968.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

SNI

1.0000 m

6.34

4.3200

kg PC

@ Rp.

764.00

0.0160

m

Pasir pasang

@ Rp.

55,000.00

0.1000

org Tukang batu

@ Rp.

27,500.00

2,750.00

0.0100


@ Rp.

30,000.00

300.00

0.2500

org Pekerja

@ Rp.

20,000.00

5,000.00

0.0150

org Mandor

@ Rp.

32,500.00

3

Plesteran Ciprat, 1 Pc : 2 Ps


2

1.0000 m

880.00

487.50 8,537.50

4,180.48

853.75

418.05

JUMLAH

9,391.25

4,598.53

DIBULATKAN

9,391.00

4,598.00

JASA 10 %

Analisa ZAZ

3,300.48

Acian dinding bata

3.5000

kg PC

@ Rp.

764.00

0.0330

org Tukang batu

@ Rp.

27,500.00

907.50

0.0033

org Kep. Tk. Batu

@ Rp.

30,000.00

99.00

0.0700

org Pekerja

@ Rp.

20,000.00

1,400.00

0.0035

org Mandor

@ Rp.

32,500.00


1.0000 m

6.74

1.0500 11.7500

2

2

m

113.75 2,520.25

2,674.00

252.03

267.40

JUMLAH

2,772.28

2,941.40

DIBULATKAN

2,772.00

2,941.00

JASA 10 %

SNI

2,674.00

Pasang dinding batu hias tempel

Batu tempel hitam

@ Rp.

60,000.00

63,000.00

@ Rp.

764.00

8,977.00

@ Rp.

76,000.00

2,660.00

0.0350


0.3500

org Tukang batu

@ Rp.

27,500.00

0.0350


@ Rp.

30,000.00

1,050.00

0.6500

org Pekerja

@ Rp.

20,000.00

13,000.00

0.0300

org Mandor

@ Rp.

32,500.00

975.00


9,625.00

24,650.00

JASA 10 %

74,637.00

2,465.00

7,463.70

JUMLAH

27,115.00

82,100.70

DIBULATKAN

27,115.00

82,100.00

PEKERJAAN PASANG TEGEL AK

2

1.0000 m

2

Pasang tegel abu-abu 30/30

1.0000

m

0.0160

m

0.0320

m

1.0000

kg PC

0.2500

Tegel abu-abu uk. 30/30

@ Rp.

28,000.00

28,000.00

Kapur pasang

@ Rp.

72,500.00

1,160.00

Pasir pasang

@ Rp.

76,000.00

2,432.00

@ Rp.

764.00

org Tukang batu

@ Rp.

27,500.00

6,875.00

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

3 3


764.00

812.50 18,437.50

32,356.00

1,843.75

3,235.60

JUMLAH

20,281.25

35,591.60

DIBULATKAN

20,281.00

35,591.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

AK

1.0000

2

m

2

1.0000

m

0.0160

m

0.0320


Tegel abu-abu uk. 20/20

@ Rp.

20,000.00

20,000.00

Kapur pasang

@ Rp.

72,500.00

1,160.00

m

Pasir pasang

@ Rp.

76,000.00

2,432.00

1.0000

kg

PC

@ Rp.

764.00

764.00

0.2500

org Tukang batu

@ Rp.

27,500.00

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

812.50

3 3


6,875.00

18,437.50

JASA 10 %

24,356.00

1,843.75

2,435.60

JUMLAH

20,281.25

26,791.60

DIBULATKAN

20,281.00

26,791.00

PEKERJAAN KERAMIK 2

An.

1.0000

m

G.69.c

1.0000

m

Tegel porselin

@ Rp.

40,500.00

40,500.00

4.6800

kg

PC

@ Rp.

764.00

3,575.52

0.0090

m

Pasir pasang

@ Rp.

76,000.00

684.00

2

3

Pasang ubin porselin

1.0000

kg Semen putih

@ Rp.

1,312.50

0.5000

org Tukang batu

@ Rp.

27,500.00

13,750.00

0.0500

org Kep. Tk. Batu

@ Rp.

30,000.00

1,500.00

0.2500

org Pekerja

@ Rp.

20,000.00

5,000.00

0.0125

org Mandor

@ Rp.

32,500.00


1.0000

2

m

2

46,072.02

2,065.63

4,607.20

JUMLAH

22,721.88

50,679.22

DIBULATKAN

22,721.00

50,679.00

Pasang tegel keramik 20/20 dan 30/30

1.0000

m

4.0800


0.0090

Tegel keramik (std)

@ Rp.

42,500.00

42,500.00

@ Rp.

764.00

3,117.12

@ Rp.

76,000.00

684.00

0.6000

kg Semen putih

@ Rp.

1,312.50

0.5000

org Tukang batu

@ Rp.

27,500.00

13,750.00

0.0500

org Kep. Tk. Batu

@ Rp.

30,000.00

1,500.00

0.2500

org Pekerja

@ Rp.

20,000.00

5,000.00

0.0125

org Mandor

@ Rp.

32,500.00


2

787.50

406.25 20,656.25

JASA 10 %

AK

406.25 20,656.25

JASA 10 %

AK

1,312.50

4,708.86

JUMLAH

22,721.88

51,797.48

DIBULATKAN

22,721.00

51,797.00

1.0000

m

1.0000

m

Tegel keramik 10/20

4.0800

kg

PC

0.0090

m

Pasir pasang

0.6000

kg Semen putih

@ Rp.

1,312.50

0.5000

org Tukang batu

@ Rp.

27,500.00

13,750.00

0.0500

org Kep. Tk. Batu

@ Rp.

30,000.00

1,500.00

0.2500

org Pekerja

@ Rp.

20,000.00

5,000.00

0.0125

org Mandor

@ Rp.

32,500.00

2

3

47,088.62

2,065.63

Pasang tegel keramik 10/20 berglasir


@ Rp.

30,000.00

30,000.00

@ Rp.

764.00

3,117.12

@ Rp.

76,000.00

684.00 787.50

406.25 20,656.25

34,588.62

2,065.63

3,458.86

JUMLAH

22,721.88

38,047.48

DIBULATKAN

22,721.00

38,047.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

AK

2

1.0000

m

1.0000

m

Tegel keramik 20/20

4.0800

kg

PC

0.0090

m

Pasir pasang

0.6000

kg Semen putih

@ Rp.

1,312.50

0.5000

org Tukang batu

@ Rp.

27,500.00

13,750.00

0.0500

org Kep. Tk. Batu

@ Rp.

30,000.00

1,500.00

0.2500

org Pekerja

@ Rp.

20,000.00

5,000.00

0.0125

org Mandor

@ Rp.

32,500.00

2

3


@ Rp.

32,000.00

32,000.00

@ Rp.

764.00

3,117.12

@ Rp.

76,000.00

684.00


AK

406.25 20,656.25

JASA 10 %

2

787.50

36,588.62

2,065.63

3,658.86

JUMLAH

22,721.88

40,247.48

DIBULATKAN

22,721.00

40,247.00

1.0000

m

1.0000

m

Tegel keramik 30/30

@ Rp.

32,500.00

32,500.00

4.0800

kg

PC

@ Rp.

764.00

3,117.12

0.0090

m

Pasir pasang

@ Rp.

76,000.00

684.00

2

3


0.6000

kg Semen putih

@ Rp.

1,312.50

0.5000

org Tukang batu

@ Rp.

27,500.00

13,750.00

0.0500

org Kep. Tk. Batu

@ Rp.

30,000.00

1,500.00

0.2500

org Pekerja

@ Rp.

20,000.00

5,000.00

0.0125

org Mandor

@ Rp.

32,500.00


406.25 20,656.25

37,088.62

2,065.63

3,708.86

JUMLAH

22,721.88

40,797.48

DIBULATKAN

22,721.00

40,797.00

JASA 10 %

1

787.50

SNI

1.0000

m

6.24

0.2300

m

Keramik 40/40

1.2000

kg

PC

0.0030

m

Pasir pasang

0.1000

kg

Semen warna

@ Rp.

6,000.00

0.0300

org Tukang batu

@ Rp.

27,500.00

0.0030


@ Rp.

30,000.00

90.00

0.0600

org Pekerja

@ Rp.

20,000.00

1,200.00

0.0030

org Mandor

@ Rp.

32,500.00

97.50

2

3

Pasang plint keramik ukuran 10 x 40 cm

JUMLAH ( BELUM TERMASUK PPN ) JASA 10 %

@ Rp.

40,000.00

9,200.00

@ Rp.

764.00

916.80

@ Rp.

76,000.00

228.00 600.00 825.00

2,212.50

10,944.80

221.25

1,094.48

JUMLAH

2,433.75

12,039.28

DIBULATKAN

2,433.00

12,039.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.25

1

1.0000 m

2


0.1800

m

1.6500 0.0032


0.1000

kg

0.0300

org Tukang batu

@ Rp.

27,500.00

0.0030


@ Rp.

30,000.00

90.00

0.0600

org Pekerja

@ Rp.

20,000.00

1,200.00

0.0030

org Mandor

@ Rp.

32,500.00

97.50

Keramik 30/30

Semen warna

@ Rp.

32,500.00

5,850.00

@ Rp.

764.00

1,260.60

@ Rp.

76,000.00

243.20

@ Rp.

6,000.00

600.00


2,212.50

JASA 10 %

1

1.0000 m

825.00

795.38

JUMLAH

2,433.75

8,749.18

DIBULATKAN

2,433.00

8,749.00

Pasang keramik stepnosing granito 5/30

3.6000

bh Stepnosing granito

@ Rp.

0.4080 0.0009

kg PC 3 m Pasir

0.0600

kg Semen putih

@ Rp.

1,312.50

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100

org Kep. Tk. Batu

@ Rp.

30,000.00

300.00

0.0500

org Pekerja

@ Rp.

20,000.00

1,000.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

9,350.00

33,660.00

@ Rp.

764.00

311.71

@ Rp.

76,000.00

68.40


1

78.75 2,750.00

4,131.25

JASA 10 %

1.0000 m

7,953.80

221.25

34,118.86

413.13

3,411.89

JUMLAH

4,544.38

37,530.75

DIBULATKAN

4,544.00

37,530.00

Pasang list keramik dinding 5/20

5.0000

bh List keramik dinding motif

@ Rp.

5,000.00

25,000.00

0.4080

kg

@ Rp.

764.00

311.71

0.0009

m

@ Rp.

76,000.00

68.40

0.0600

kg Semen putih

@ Rp.

1,312.50

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100

org Kep. Tk. Batu

@ Rp.

30,000.00

300.00

0.0500

org Pekerja

@ Rp.

20,000.00

1,000.00

0.0025

org Mandor

@ Rp.

32,500.00

3

PC Pasir


2

2

81.25 4,131.25

JASA 10 %

1.0000 m

78.75 2,750.00

25,458.86

413.13

2,545.89

JUMLAH

4,544.38

28,004.75

DIBULATKAN

4,544.00

28,004.00

Pasang keramik dinding 20/25

1.0000

m

Tegel keramik 20/25

@ Rp.

37,500.00

37,500.00

9.3000

kg

PC

@ Rp.

764.00

7,105.20

0.0180

m

Pasir pasang

@ Rp.

76,000.00

1,368.00

1.5000

kg Semen putih

@ Rp.

1,312.50

0.6500

org Tukang batu

@ Rp.

27,500.00

17,875.00

0.0650

org Kep. Tk. Batu

@ Rp.

30,000.00

1,950.00

0.3200

org Pekerja

@ Rp.

20,000.00

6,400.00

0.0160

org Mandor

@ Rp.

32,500.00

3


1,968.75

520.00 26,745.00

47,941.95

2,674.50

4,794.20

JUMLAH

29,419.50

52,736.15

DIBULATKAN

29,419.00

52,736.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

PEKERJAAN CONBLOCK AK

1.0000 m

2

1.0000

m

2

0.0500

m

3

0.2500

Pasang conblock tipe segi-empat abu-abu 6 cm, K-200

Conblock

@ Rp.

38,250.00

Pasir urug

@ Rp.

55,000.00

org Tukang batu

@ Rp.

27,500.00

6,875.00

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00


41,000.00 4,100.00

JUMLAH

20,281.25

45,100.00

DIBULATKAN

20,281.00

45,100.00

1.0000 m

2

1.0000

m

2

0.0500

m

3

0.2500

org Tukang batu

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00


Conblock

@ Rp.

46,700.00

Pasir urug

@ Rp.

55,000.00

@ Rp.

27,500.00

1.0000 m

2

1.0000

m

2

0.0500

m

3

0.2500 0.0250

46,700.00 2,750.00 6,875.00

812.50 18,437.50

JASA 10 %

49,450.00

1,843.75

4,945.00

JUMLAH

20,281.25

54,395.00

DIBULATKAN

20,281.00

54,395.00

Pasang conblock tipe segi-enam abu-abu 6 cm, K-200

Conblock

@ Rp.

38,100.00

38,100.00

Pasir urug

@ Rp.

55,000.00

2,750.00

org Tukang batu

@ Rp.

27,500.00

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

812.50


6,875.00

18,437.50

JASA 10 %

AK

812.50 1,843.75


AK

2,750.00

18,437.50

JASA 10 %

AK

38,250.00

40,850.00

1,843.75

4,085.00

JUMLAH

20,281.25

44,935.00

DIBULATKAN

20,281.00

44,935.00

1.0000 m

2

1.0000

m

2

0.0500

m

3

0.2500

org Tukang batu

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00


Conblock Pasir urug


@ Rp.

46,700.00

@ Rp.

55,000.00

@ Rp.

27,500.00

46,700.00 2,750.00 6,875.00

812.50 18,437.50

49,450.00

1,843.75

4,945.00

JUMLAH

20,281.25

54,395.00

DIBULATKAN

20,281.00

54,395.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

AK

1.0000

m

2

1.0000

m

2

0.0500

m

3

0.2500

org Tukang batu

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

Pasang conblock tipe segi-empat warna 6 cm, K-200

Conblock

@ Rp.

43,500.00

Pasir urug

@ Rp.

55,000.00

@ Rp.

27,500.00


m

2

1.0000

m

2

0.0500

m

3

0.2500 0.0250

1.0000

46,250.00

1,843.75

4,625.00

20,281.25

50,875.00

DIBULATKAN

20,281.00

50,875.00


Conblock

@ Rp.

52,000.00

52,000.00

Pasir urug

@ Rp.

55,000.00

2,750.00

org Tukang batu

@ Rp.

27,500.00

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

812.50

6,875.00

18,437.50

JASA 10 %

5,475.00

JUMLAH

20,281.25

60,225.00

DIBULATKAN

20,281.00

60,225.00

m

2

1.0000

m

2

0.0500

m

3

0.2500

org Tukang batu

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

1.0000

Pasang conblock tipe segi-enam warna 6 cm, K-200

Conblock Pasir urug

@ Rp.

43,500.00

@ Rp.

55,000.00

@ Rp.

27,500.00

m

2

1.0000

m

2

0.0500

m

3

0.2500

43,500.00 2,750.00 6,875.00

812.50 18,437.50

46,250.00

1,843.75

4,625.00

JUMLAH

20,281.25

50,875.00

DIBULATKAN

20,281.00

50,875.00

JASA 10 %

1.0000

54,750.00

1,843.75


AK

812.50

JUMLAH


AK

2,750.00 6,875.00

18,437.50

JASA 10 %

AK

43,500.00


Conblock

@ Rp.

52,000.00

Pasir urug

@ Rp.

55,000.00

org Tukang batu

@ Rp.

27,500.00

6,875.00

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00


52,000.00 2,750.00

812.50 18,437.50

JASA 10 %

54,750.00

1,843.75

5,475.00

JUMLAH

20,281.25

60,225.00

DIBULATKAN

20,281.00

60,225.00

1.0000

m

2

1.0000

m

2

0.0500

m

3

0.2500

org Tukang batu

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

812.50

Pasang grassblock bulat tebal 10 cm

Grassblock

@ Rp.

41,400.00

Pasir urug

@ Rp.

55,000.00

@ Rp.

27,500.00


41,400.00 2,750.00 6,875.00

18,437.50

44,150.00

1,843.75

4,415.00

JUMLAH

20,281.25

48,565.00

DIBULATKAN

20,281.00

48,565.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

1.0000 m

2

1.0000

m

0.0500

m

0.2500

Pasang grassblock tebal 10 cm

Grassblock

@ Rp.

41,400.00

Pasir urug

@ Rp.

55,000.00

org Tukang batu

@ Rp.

27,500.00

6,875.00

0.0250

org Kep. Tk. Batu

@ Rp.

30,000.00

750.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0250

org Mandor

@ Rp.

32,500.00

3


2,750.00

812.50 18,437.50

44,150.00

1,843.75

4,415.00

JUMLAH

20,281.25

48,565.00

DIBULATKAN

20,281.00

48,565.00

JASA 10 %

AK

41,400.00

1.0000

bh

1.0000

bh Buis beton

Pasang buis beton dia. 80 cm

@ Rp.

32,000.00

0.1250

org Tukang batu

@ Rp.

27,500.00

0.0125

org Kep. Tk. Batu

@ Rp.

30,000.00

375.00

0.2500

org Pekerja

@ Rp.

20,000.00

5,000.00


32,000.00 3,437.50

8,812.50

32,000.00

881.25

3,200.00

JUMLAH

9,693.75

35,200.00

DIBULATKAN

9,693.00

35,200.00

JASA 10 %

PEKERJAAN RANGKA ATAP 3

SNI

1.0000 m

6.28

1.1000

m

Kayu kamper

@ Rp.

4,750,000.00

5,225,000.00

03-3434-2002

15.0000

kg

Besi strip

@ Rp.

7,500.00

112,500.00

0.8000

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

6,400.00

12.0000

3

Membuat kuda-kuda kayu kamper

org Tukang kayu

@ Rp.

30,000.00

360,000.00

1.2000


@ Rp.

32,500.00

39,000.00

4.0000

org Pekerja

@ Rp.

20,000.00

80,000.00

0.2000

org Mandor

@ Rp.

32,500.00

6,500.00


485,500.00

JASA 10 %

SNI

3

1.0000 m

3

534,390.00

JUMLAH

534,050.00

5,878,290.00

DIBULATKAN

534,050.00

5,878,290.00

Membuat kuda-kuda kayu kruing

6.30

1.1000

m

03-3434-2002

15.0000

kg

Besi strip

0.8000

kg

Paku biasa 2" - 5"

org Tukang kayu

@ Rp.

30,000.00

360,000.00

1.2000


@ Rp.

32,500.00

39,000.00

4.0000

org Pekerja

@ Rp.

20,000.00

80,000.00

0.2000

org Mandor

@ Rp.

32,500.00

12.0000

Kayu kruing

@ Rp.

4,350,000.00

4,785,000.00

@ Rp.

7,500.00

112,500.00

@ Rp.

8,000.00


03-3434-2002

3

1.0000 m

3

6,400.00

6,500.00 485,500.00

JASA 10 %

SNI

5,343,900.00

48,550.00

4,903,900.00

48,550.00

490,390.00

JUMLAH

534,050.00

5,394,290.00

DIBULATKAN

534,050.00

5,394,290.00

Membuat kuda-kuda kayu bengkirai

1.1000

m

Kayu bengkirai

@ Rp.

5,750,000.00

6,325,000.00

15.0000

kg

Besi strip

@ Rp.

7,500.00

112,500.00

0.8000

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

6,400.00

12.0000

org Tukang kayu

@ Rp.

30,000.00

360,000.00

1.2000


@ Rp.

32,500.00

39,000.00

4.0000

org Pekerja

@ Rp.

20,000.00

80,000.00

0.2000

org Mandor

@ Rp.

32,500.00


6,500.00 485,500.00

6,443,900.00

48,550.00

644,390.00

JUMLAH

534,050.00

7,088,290.00

DIBULATKAN

534,050.00

7,088,290.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 03-3434-2002

1.0000 m

3

Pasang kuda-kuda kayu lama

15.0000

kg

Besi strip

@ Rp.

7,500.00

0.8000

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

org Tukang kayu

@ Rp.

30,000.00

360,000.00

1.2000


@ Rp.

32,500.00

39,000.00

4.0000

org Pekerja

@ Rp.

20,000.00

80,000.00

0.2000

org Mandor

@ Rp.

32,500.00

12.0000


1.0000 m

3

1.1000

m

3

0.8000

kg

118,900.00

48,550.00

11,890.00

JUMLAH

534,050.00

130,790.00

DIBULATKAN

534,050.00

130,790.00

Pasang Nook,Goording dan Jurai kayu bengkirai

Kayu bengkirai

@ Rp.

5,750,000.00

@ Rp.

8,000.00

org Tukang kayu

@ Rp.

30,000.00

360,000.00

1.2000


@ Rp.

32,500.00

39,000.00

4.0000

org Pekerja

@ Rp.

20,000.00

80,000.00

0.2000

org Mandor

@ Rp.

32,500.00


1.0000 m

0.8000

3

6,500.00 48,550.00

633,140.00

534,050.00

6,964,540.00

DIBULATKAN

534,050.00

6,964,540.00

Pasang Goording Lama

@ Rp.

8,000.00

@ Rp.

30,000.00

360,000.00

1.2000


@ Rp.

32,500.00

39,000.00

4.0000

org Pekerja

@ Rp.

20,000.00

80,000.00

0.2000

org Mandor

@ Rp.

32,500.00

Paku biasa 2" - 5"

2

6,400.00

6,500.00 485,500.00

JASA 10 %

1.0000 m

6,331,400.00

JUMLAH


6,400.00

48,550.00

640.00

JUMLAH

534,050.00

7,040.00

DIBULATKAN

534,050.00

7,040.00

Pasang usuk 5/7, reng 2/3 lama

0.1500

kg

Paku usuk

@ Rp.

8,000.00

1,200.00

0.1000

kg

Paku reng

@ Rp.

8,000.00

800.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100

org Kep. Tk. Kayu

@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25


1.0000 m

2

2.2000

m

1

5.0000

m

1

0.1500

3,000.00

5,406.25

JASA 10 %

F.16

6,400.00

org Tukang kayu

12.0000

kg

6,325,000.00

485,500.00

JASA 10 %

F.16

6,500.00

Paku biasa 2" - 5"

12.0000

SNI

6,400.00

485,500.00

JASA 10 %

SNI

112,500.00

2,000.00

540.63

200.00

JUMLAH

5,946.88

2,200.00

DIBULATKAN

5,946.00

2,200.00

Pasang usuk 5/7, reng 2/3 kayu jati

Usuk kayu jati 5/7

@ Rp.

70,000.00

154,000.00

Reng jati 2/3

@ Rp.

12,000.00

60,000.00

kg

Paku usuk

@ Rp.

8,000.00

1,200.00

0.1000

kg

Paku reng

@ Rp.

8,000.00

800.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100

org Kep. Tk. Kayu

@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25


3,000.00

5,406.25

216,000.00

540.63

21,600.00

JUMLAH

5,946.88

237,600.00

DIBULATKAN

5,946.00

237,600.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

AK

2

1.0000 m

1

Pasang usuk 5/7 kayu jati, reng 2/3 kayu bengkirai

2.2000

m

Usuk kayu jati 5/7

@ Rp.

70,000.00

154,000.00

5.0000

m

Reng kayu bengkirai 2/3

@ Rp.

3,450.00

17,250.00

0.1500

kg

Paku usuk

@ Rp.

8,000.00

1,200.00

0.1000

kg

Paku reng

@ Rp.

8,000.00

800.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100

org Kep. Tk. Kayu

@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

1


5,406.25

JASA 10 %

AK

2

1.0000 m

1

173,250.00

540.63

17,325.00

JUMLAH

5,946.88

190,575.00

DIBULATKAN

5,946.00

190,575.00

Pasang usuk 5/7 kayu bengkirai, reng 2/3 kayu jati

2.2000

m

Usuk kayu bengkirai 5/7

@ Rp.

20,125.00

44,275.00

5.0000

m

Reng jati 2/3

@ Rp.

12,000.00

60,000.00

0.1500

kg

Paku usuk

@ Rp.

8,000.00

1,200.00

0.1000

kg

Paku reng

@ Rp.

8,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100

org Kep. Tk. Kayu

@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

1


2

1.0000 m

1

800.00 3,000.00

5,406.25

JASA 10 %

AK

3,000.00

106,275.00

540.63

10,627.50

JUMLAH

5,946.88

116,902.50

DIBULATKAN

5,946.00

116,902.00

Pasang usuk 5/7 kayu bengkirai, reng 2/3 kayu bengkirai

2.2000

m


@ Rp.

20,125.00

44,275.00

5.0000

m


@ Rp.

3,450.00

17,250.00

0.1500

kg

Paku usuk

@ Rp.

8,000.00

1,200.00

0.1000

kg

Paku reng

@ Rp.

8,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100

org Kep. Tk. Kayu

@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0025

org Mandor

@ Rp.

32,500.00

1


800.00 3,000.00

81.25 5,406.25

63,525.00

540.63

6,352.50

JUMLAH

5,946.88

69,877.50

DIBULATKAN

5,946.00

69,877.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

F.16

2

1.0000 m

1


2.2000

m

Usuk kayu jati 5/7

@ Rp.

70,000.00

154,000.00

4.0000

m

Reng jati 3/4

@ Rp.

24,000.00

96,000.00

0.1500

kg

Paku usuk

@ Rp.

8,000.00

1,200.00

0.1000

kg

Paku reng

@ Rp.

8,000.00

800.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100

org Kep. Tk. Kayu

@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

1


5,406.25

JASA 10 %

AK

2

1.0000 m

1

252,000.00

540.63

25,200.00

JUMLAH

5,946.88

277,200.00

DIBULATKAN

5,946.00

277,200.00

Pasang usuk 5/7 kayu bengkirai, reng 3/4 kayu jati lokal

2.2000

m


@ Rp.

20,125.00

44,275.00

4.0000

m

Reng kayu jati 3/4 lokal

@ Rp.

9,600.00

38,400.00

0.1500

kg

Paku usuk

@ Rp.

8,000.00

1,200.00

0.1000

kg

Paku reng

@ Rp.

8,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100

org Kep. Tk. Kayu

@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

1


2

1.0000 m

1

800.00 3,000.00

5,406.25

JASA 10 %

AK

3,000.00

84,675.00

540.63

8,467.50

JUMLAH

5,946.88

93,142.50

DIBULATKAN

5,946.00

93,142.00


2.2000

m


@ Rp.

20,125.00

44,275.00

4.0000

m


@ Rp.

6,900.00

27,600.00

0.1500

kg

Paku usuk

@ Rp.

8,000.00

1,200.00

0.1000

kg

Paku reng

@ Rp.

8,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100

org Kep. Tk. Kayu

@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0025

org Mandor

@ Rp.

32,500.00

1


800.00 3,000.00

81.25 5,406.25

JASA 10 %

73,875.00

540.63

7,387.50

JUMLAH

5,946.88

81,262.50

DIBULATKAN

5,946.00

81,262.00

PEKERJAAN PINTU DAN JENDELA SNI

3

1.0000 m

6.1

1.1000

03-3434-2002

20.0000

3

m

Membuat kusen pintu / jendela kayu jati (klas plitur)

@ Rp.

20,000,000.00

org Tukang kayu

Kayu jati (klas plitur)

@ Rp.

30,000.00

600,000.00

2.0000


@ Rp.

32,500.00

65,000.00

6.0000

org Pekerja

@ Rp.

20,000.00

120,000.00

0.3000

org Mandor

@ Rp.

32,500.00


3

1.0000 m

6.1

1.1000

03-3434-2002

20.0000

3

m

9,750.00 794,750.00

22,000,000.00

79,475.00

2,200,000.00

JUMLAH

874,225.00

24,200,000.00

DIBULATKAN

874,225.00

24,200,000.00

JASA 10 %

SNI

22,000,000.00

Membuat kusen pintu / jendela kayu jati (lokal)

@ Rp.

8,000,000.00

org Tukang kayu

Kayu jati (lokal)

@ Rp.

30,000.00

2.0000


@ Rp.

32,500.00

65,000.00

6.0000

org Pekerja

@ Rp.

20,000.00

120,000.00

0.3000

org Mandor

@ Rp.

32,500.00


8,800,000.00 600,000.00

9,750.00 794,750.00

8,800,000.00

79,475.00

880,000.00

JUMLAH

874,225.00

9,680,000.00

DIBULATKAN

874,225.00

9,680,000.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

3

1.0000 m

6.2

1.2000

03-3434-2002

18.0000

3

m

Membuat kusen pintu / jendela kayu kamper

Kayu kamper

@ Rp.

4,750,000.00

org Tukang kayu

@ Rp.

30,000.00

2.0000


@ Rp.

32,500.00

65,000.00

6.0000

org Pekerja

@ Rp.

20,000.00

120,000.00

0.3000

org Mandor

@ Rp.

32,500.00


1.2000 03-3434-2002

3

1.0000 m

3

m

570,000.00

JUMLAH

808,225.00

6,270,000.00

DIBULATKAN

808,225.00

6,270,000.00

Membuat kusen pintu / jendela kayu kruing

@ Rp.

4,350,000.00

org Tukang kayu

@ Rp.

30,000.00

2.0000


@ Rp.

32,500.00

65,000.00

6.0000

org Pekerja

@ Rp.

20,000.00

120,000.00

0.3000

org Mandor

@ Rp.

32,500.00

18.0000

Kayu kruing

1.2000 03-3434-2002

3

18.0000

3

m

9,750.00 522,000.00

JUMLAH

808,225.00

5,742,000.00

DIBULATKAN

808,225.00

5,742,000.00

Membuat kusen pintu / jendela kayu bengkirai

Kayu bengkirai

@ Rp.

5,750,000.00

6,900,000.00

org Tukang kayu

@ Rp.

30,000.00

2.0000


@ Rp.

32,500.00

65,000.00

6.0000

org Pekerja

@ Rp.

20,000.00

120,000.00

0.3000

org Mandor

@ Rp.

32,500.00

2

3

540,000.00

9,750.00 734,750.00

JASA 10 %

1.0000 m

5,220,000.00

73,475.00


SNI

5,220,000.00 540,000.00

734,750.00

JASA 10 %

1.0000 m

5,700,000.00

73,475.00


SNI

9,750.00 734,750.00

JASA 10 %

SNI

5,700,000.00 540,000.00

6,900,000.00

73,475.00

690,000.00

JUMLAH

808,225.00

7,590,000.00

DIBULATKAN

808,225.00

7,590,000.00

Pasang pintu teakwood rangkap, rangka kayu jati

6.19

0.0196

m

Papan kayu jati

@ Rp.

22,000,000.00

03-3434-2002

0.0300

kg

Paku biasa 1/2" - 1"

@ Rp.

8,000.00

240.00

0.3000

kg

Lem kayu

@ Rp.

11,000.00

3,300.00

1.0000

lbr

Teakwood 4' x 8' x 4 mm

@ Rp.

69,500.00

69,500.00

2.0000

org Tukang kayu

@ Rp.

30,000.00

0.2000


@ Rp.

32,500.00

6,500.00

0.6000

org Pekerja

@ Rp.

20,000.00

12,000.00

0.0300

org Mandor

@ Rp.

32,500.00

975.00


2

1.0000 m

3

60,000.00

79,475.00

JASA 10 %

SNI

431,200.00

504,240.00

7,947.50

50,424.00

JUMLAH

87,422.50

554,664.00

DIBULATKAN

87,422.00

554,664.00

Pasang pintu teakwood rangkap, rangka kayu jati lokal

6.19

0.0196

m

Papan kayu jati lokal

@ Rp.

03-3434-2002

0.0300

kg


@ Rp.

8,000.00

240.00

0.3000

kg

Lem kayu

@ Rp.

11,000.00

3,300.00

1.0000

lbr


@ Rp.

69,500.00

2.0000

org Tukang kayu

@ Rp.

30,000.00

0.2000


@ Rp.

32,500.00

6,500.00

0.6000

org Pekerja

@ Rp.

20,000.00

12,000.00

0.0300

org Mandor

@ Rp.

32,500.00


8,200,000.00

160,720.00

69,500.00 60,000.00

975.00 79,475.00

233,760.00

7,947.50

23,376.00

JUMLAH

87,422.50

257,136.00

DIBULATKAN

87,422.00

257,136.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

2

1.0000 m

3

Pasang pintu teakwood rangkap, rangka kayu kamper

6.20

0.0196

m

Papan kayu kamper

@ Rp.

5,500,000.00

03-3434-2002

0.0300

kg


@ Rp.

8,000.00

240.00

0.3000

kg

Lem kayu

@ Rp.

11,000.00

3,300.00

1.0000

lbr


@ Rp.

69,500.00

69,500.00

2.0000

org Tukang kayu

@ Rp.

30,000.00

0.2000


@ Rp.

32,500.00

6,500.00

0.6000

org Pekerja

@ Rp.

20,000.00

12,000.00

0.0300

org Mandor

@ Rp.

32,500.00

975.00


03-3434-2002

2

1.0000 m

3

18,084.00

JUMLAH

87,422.50

198,924.00

DIBULATKAN

87,422.00

198,924.00

Pasang pintu teakwood rangkap, rangka kayu kruing

0.0196

m

Papan kayu kruing

@ Rp.

0.0300

kg


@ Rp.

8,000.00

240.00

0.3000

kg

Lem kayu

@ Rp.

11,000.00

3,300.00

1.0000

lbr


@ Rp.

69,500.00

2.0000

org Tukang kayu

@ Rp.

30,000.00

0.2000


@ Rp.

32,500.00

6,500.00

0.6000

org Pekerja

@ Rp.

20,000.00

12,000.00

0.0300

org Mandor

@ Rp.

32,500.00

4,750,000.00

2

1.0000 m

3

93,100.00

69,500.00 60,000.00

975.00 79,475.00

JASA 10 %

03-3434-2002

180,840.00

7,947.50


SNI

60,000.00

79,475.00

JASA 10 %

SNI

107,800.00

166,140.00

7,947.50

16,614.00

JUMLAH

87,422.50

182,754.00

DIBULATKAN

87,422.00

182,754.00

Pasang pintu teakwood rangkap, rangka kayu bengkirai

0.0196

m

Papan kayu bengkirai

@ Rp.

6,000,000.00

117,600.00

0.0300

kg


@ Rp.

8,000.00

240.00

0.3000

kg

Lem kayu

@ Rp.

11,000.00

3,300.00

1.0000

lbr


@ Rp.

69,500.00

69,500.00

2.0000

org Tukang kayu

@ Rp.

30,000.00

0.2000


@ Rp.

32,500.00

6,500.00

0.6000

org Pekerja

@ Rp.

20,000.00

12,000.00

0.0300

org Mandor

@ Rp.

32,500.00


975.00 79,475.00

JASA 10 %

2

60,000.00

7,947.50

19,064.00

JUMLAH

87,422.50

209,704.00

DIBULATKAN

87,422.00

209,704.00

SNI

1.0000 m

6.9

0.0350

m

@ Rp.

22,000,000.00

03-3434-2002

2.0000

org Tukang kayu

@ Rp.

30,000.00

60,000.00

0.2000


@ Rp.

32,500.00

6,500.00

0.8000

org Pekerja

@ Rp.

20,000.00

16,000.00

0.0400

org Mandor

@ Rp.

32,500.00

3

Pasang pintu dan jendela kaca kayu jati

Kayu jati papan


770,000.00

1,300.00 83,800.00

JASA 10 %

2

770,000.00

8,380.00

77,000.00

JUMLAH

92,180.00

847,000.00

DIBULATKAN

92,180.00

847,000.00

SNI

1.0000 m

6.9

0.0350

m

@ Rp.

8,200,000.00

03-3434-2002

2.0000

org Tukang kayu

@ Rp.

30,000.00

60,000.00

0.2000


@ Rp.

32,500.00

6,500.00

0.8000

org Pekerja

@ Rp.

20,000.00

16,000.00

0.0400

org Mandor

@ Rp.

32,500.00

3

190,640.00

Pasang pintu dan jendela kaca kayu jati lokal



287,000.00

1,300.00 83,800.00

287,000.00

8,380.00

28,700.00

JUMLAH

92,180.00

315,700.00

DIBULATKAN

92,180.00

315,700.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

2

1.0000 m

3

Pasang pintu dan jendela kaca kayu kamper

610

0.0350

m

03-3434-2002

2.0000

org Tukang kayu

0.2000

org Kep. Tk. Kayu

@ Rp.

32,500.00

6,500.00

0.8000

org Pekerja

@ Rp.

20,000.00

16,000.00

0.0400

org Mandor

@ Rp.

32,500.00

Papan kayu kamper

@ Rp.

5,500,000.00

@ Rp.

30,000.00


03-3434-2002

2

1.0000 m

3

19,250.00

JUMLAH

92,180.00

211,750.00

DIBULATKAN

92,180.00

211,750.00

Pasang pintu dan jendela kaca kayu kruing

0.0350

m

2.0000

org Tukang kayu

0.2000

org Kep. Tk. Kayu

@ Rp.

32,500.00

6,500.00

0.8000

org Pekerja

@ Rp.

20,000.00

16,000.00

0.0400

org Mandor

@ Rp.

32,500.00

Papan kayu kruing

@ Rp.

4,750,000.00

@ Rp.

30,000.00

03-3434-2002

2

3

1,300.00 16,625.00

JUMLAH

92,180.00

182,875.00

DIBULATKAN

92,180.00

182,875.00

Pasang pintu dan jendela kaca kayu bengkirai

0.0350

m

2.0000

org Tukang kayu

0.2000

org Kep. Tk. Kayu

@ Rp.

32,500.00

6,500.00

0.8000

org Pekerja

@ Rp.

20,000.00

16,000.00

0.0400

org Mandor

@ Rp.

32,500.00

Papan kayu bengkirai

@ Rp.

6,000,000.00

@ Rp.

30,000.00

2

3

210,000.00 60,000.00

1,300.00 83,800.00

JASA 10 %

1.0000 m

21,000.00

JUMLAH

92,180.00

231,000.00

DIBULATKAN

92,180.00

231,000.00

Mengerjakan daun pintu / jendela panil kayu jati

6.7

0.0400

@ Rp.

22,000,000.00

03-3434-2002

2.5000

org Tukang kayu

@ Rp.

30,000.00

0.2500


@ Rp.

32,500.00

8,125.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.0500

org Mandor

@ Rp.

32,500.00

Kayu jati papan


2

3

880,000.00 75,000.00

1,625.00 104,750.00

JASA 10 %

1.0000 m

88,000.00

JUMLAH

115,225.00

968,000.00

DIBULATKAN

115,225.00

968,000.00

Mengerjakan daun pintu / jendela panil kayu jati lokal

6.7

0.0400

@ Rp.

8,200,000.00

03-3434-2002

2.5000

org Tukang kayu

@ Rp.

30,000.00

0.2500


@ Rp.

32,500.00

8,125.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.0500

org Mandor

@ Rp.

32,500.00

Kayu jati papan lokal


2

3

328,000.00 75,000.00

1,625.00 104,750.00

JASA 10 %

1.0000 m

880,000.00

10,475.00

m

SNI

210,000.00

8,380.00

m

SNI

166,250.00

8,380.00


SNI

166,250.00 60,000.00

83,800.00

JASA 10 %

1.0000 m

192,500.00

8,380.00


SNI

1,300.00 83,800.00

JASA 10 %

SNI

192,500.00 60,000.00

328,000.00

10,475.00

32,800.00

JUMLAH

115,225.00

360,800.00

DIBULATKAN

115,225.00

360,800.00

Mengerjakan daun pintu / jendela panil kayu kamper

6.8

0.0400

m

@ Rp.

5,500,000.00

03-3434-2002

2.5000

org Tukang kayu

@ Rp.

30,000.00

0.2500


@ Rp.

32,500.00

8,125.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.0500

org Mandor

@ Rp.

32,500.00

Kayu kamper papan


220,000.00 75,000.00

1,625.00 104,750.00

220,000.00

10,475.00

22,000.00

JUMLAH

115,225.00

242,000.00

DIBULATKAN

115,225.00

242,000.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 03-3434-2002

2

1.0000 m

3

Mengerjakan daun pintu / jendela panil kayu kruing

0.0400

m

@ Rp.

4,750,000.00

2.5000

org Tukang kayu

@ Rp.

30,000.00

0.2500


@ Rp.

32,500.00

8,125.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.0500

org Mandor

@ Rp.

32,500.00

Kayu kruing papan


03-3434-2002

2

1.0000 m

3

19,000.00

JUMLAH

115,225.00

209,000.00

DIBULATKAN

115,225.00

209,000.00

Mengerjakan daun pintu / jendela panil kayu bengkirai

0.0400

m

@ Rp.

6,000,000.00

2.5000

org Tukang kayu

@ Rp.

30,000.00

0.2500


@ Rp.

32,500.00

8,125.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.0500

org Mandor

@ Rp.

32,500.00

Kayu bengkirai papan

2

3

240,000.00 75,000.00

1,625.00 104,750.00

JASA 10 %

1.0000 m

24,000.00

JUMLAH

115,225.00

264,000.00

DIBULATKAN

115,225.00

264,000.00

Pasang pintu dan jendela jalusi kayu jati

6.12

0.0640

@ Rp.

22,000,000.00

03-3434-2002

3.0000

org Tukang kayu

@ Rp.

30,000.00

0.3000


@ Rp.

32,500.00

9,750.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.3000

org Mandor

@ Rp.

32,500.00

Kayu jati papan


2

3

1,408,000.00 90,000.00

9,750.00 129,500.00

JASA 10 %

1.0000 m

140,800.00

JUMLAH

142,450.00

1,548,800.00

DIBULATKAN

142,450.00

1,548,800.00


6.12

0.0640

@ Rp.

8,200,000.00

03-3434-2002

3.0000

org Tukang kayu

@ Rp.

30,000.00

0.3000


@ Rp.

32,500.00

9,750.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.3000

org Mandor

@ Rp.

32,500.00

Kayu jati papan lokal


2

3

524,800.00 90,000.00

9,750.00 129,500.00

JASA 10 %

1.0000 m

52,480.00

JUMLAH

142,450.00

577,280.00

DIBULATKAN

142,450.00

577,280.00

Pasang pintu dan jendela jalusi kayu kamper

6.13

0.0640

@ Rp.

5,500,000.00

03-3434-2002

3.0000

org Tukang kayu

@ Rp.

30,000.00

0.3000


@ Rp.

32,500.00

9,750.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.0500

org Mandor

@ Rp.

32,500.00

Kayu kamper papan


03-3434-2002

2

3

352,000.00 90,000.00

1,625.00 121,375.00

JASA 10 %

1.0000 m

524,800.00

12,950.00

m

SNI

1,408,000.00

12,950.00

m

SNI

240,000.00

10,475.00

m

SNI

190,000.00

10,475.00


SNI

1,625.00 104,750.00

JASA 10 %

SNI

190,000.00 75,000.00

352,000.00

12,137.50

35,200.00

JUMLAH

133,512.50

387,200.00

DIBULATKAN

133,512.00

387,200.00

Pasang pintu dan jendela jalusi kayu kruing

0.0640

m

@ Rp.

4,750,000.00

3.0000

org Tukang kayu

@ Rp.

30,000.00

0.3000


@ Rp.

32,500.00

9,750.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.0500

org Mandor

@ Rp.

32,500.00

Kayu kruing papan


304,000.00 90,000.00

1,625.00 121,375.00

304,000.00

12,137.50

30,400.00

JUMLAH

133,512.50

334,400.00

DIBULATKAN

133,512.00

334,400.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 03-3434-2002

2

1.0000 m

3

Pasang pintu dan jendela jalusi kayu bengkirai

0.0640

m

@ Rp.

6,000,000.00

3.0000

org Tukang kayu

@ Rp.

30,000.00

0.3000


@ Rp.

32,500.00

9,750.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.0500

org Mandor

@ Rp.

32,500.00



384,000.00 90,000.00

1,625.00 121,375.00

JASA 10 %

384,000.00

12,137.50

38,400.00

JUMLAH

133,512.50

422,400.00

DIBULATKAN

133,512.00

422,400.00

PEKERJAAN PLAFOND SNI 03-3434-2002

2

1.0000 m

Pasang rangka langit-langit (1,00 x 1,00) m, kayu lama

0.1000

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.2500

org Tukang kayu

@ Rp.

30,000.00

0.0250


@ Rp.

32,500.00

812.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0075

org Mandor

@ Rp.

32,500.00

243.75


2

1.0000 m

3

80.00

JUMLAH

12,711.88

880.00

DIBULATKAN

12,711.00

880.00

Pasang rangka langit-langit (1,00 x 1,00) m, kayu kamper

Kayu kamper balok

@ Rp.

0.1000

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.2500

org Tukang kayu

@ Rp.

30,000.00

7,500.00

0.0250


@ Rp.

32,500.00

812.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0075

org Mandor

@ Rp.

32,500.00

0.0120

03-3434-2002

4,750,000.00


03-3434-2002

2

3

243.75 57,800.00 5,780.00

JUMLAH

12,711.88

63,580.00

DIBULATKAN

12,711.00

63,580.00

Pasang rangka langit-langit (1,00 x 1,00) m, kayu kruing

0.0120

m

Kayu kruing

@ Rp.

4,350,000.00

0.1000

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.2500

org Tukang kayu

@ Rp.

30,000.00

0.0250


@ Rp.

32,500.00

812.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0075

org Mandor

@ Rp.

32,500.00

2

1.0000 m

3

52,200.00 800.00 7,500.00

243.75 11,556.25

JASA 10 %

03-3434-2002

800.00

1,155.63


SNI

57,000.00

11,556.25

JASA 10 %

1.0000 m

800.00

1,155.63

m

6.39

SNI

7,500.00

11,556.25

JASA 10 %

SNI

800.00

53,000.00

1,155.63

5,300.00

JUMLAH

12,711.88

58,300.00

DIBULATKAN

12,711.00

58,300.00

Pasang rangka langit-langit (1,00 x 1,00) m, kayu bengkirai

0.0120

m

Kayu bengkirai

@ Rp.

5,750,000.00

69,000.00

0.1000

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

800.00

0.2500

org Tukang kayu

@ Rp.

30,000.00

0.0250


@ Rp.

32,500.00

812.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0075

org Mandor

@ Rp.

32,500.00

243.75


11,556.25

JASA 10 %

2

1.0000 m

3

7,500.00

69,800.00

1,155.63

6,980.00

JUMLAH

12,711.88

76,780.00

DIBULATKAN

12,711.00

76,780.00

Pasang rangka langit-langit (60 x 120) m, kayu kamper

0.0130

m

Kayu kamper

@ Rp.

4,750,000.00

0.1200

kg

Paku

@ Rp.

8,000.00

0.2700

org Tukang kayu

@ Rp.

30,000.00

8,100.00

0.0270


@ Rp

32 500 00

877.50

61,750.00 960.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

1.0000 m

3

Pasang rangka langit-langit (60 x 120) m, kayu kruing

0.0130

m

@ Rp.

4,350,000.00

0.1200

kg Paku

@ Rp.

8,000.00

0.2700

org Tukang kayu

@ Rp.

30,000.00

8,100.00

0.0270


@ Rp.

32,500.00

877.50

0.1700

org Pekerja

@ Rp.

20,000.00

3,400.00

0.0085

org Mandor

@ Rp.

32,500.00

Kayu kruing


2

3

960.00

276.25 12,653.75

57,510.00

1,265.38

5,751.00

JUMLAH

13,919.13

63,261.00

DIBULATKAN

13,919.00

63,261.00

JASA 10 %

1.0000 m

56,550.00

Pasang rangka langit-langit (60 x 120) m, kayu bengkirai

0.0130

m

@ Rp.

5,750,000.00

0.1200

kg Paku

@ Rp.

8,000.00

0.2700

org Tukang kayu

@ Rp.

30,000.00

0.0270

org Kep. Tk. Kayu

@ Rp.

32,500.00

877.50

0.1700

org Pekerja

@ Rp.

20,000.00

3,400.00

0.0085

org Mandor

@ Rp.

32,500.00

Kayu bengkirai


960.00 8,100.00

276.25 12,653.75

JASA 10 %

2

74,750.00

75,710.00

1,265.38

7,571.00

JUMLAH

13,919.13

83,281.00

DIBULATKAN

13,919.00

83,281.00

SNI

1.0000 m

6.1

1.1000

lbr

Pelat asbes

@ Rp.

10,000.00

11,000.00

03-2838-2002

0.0100

kg Paku eternit

@ Rp.

11,500.00

115.00

0.0700

org Tukang kayu

@ Rp.

30,000.00

2,100.00

0.0070


@ Rp.

32,500.00

227.50

0.0300

org Pekerja

@ Rp.

20,000.00

600.00

0.0015

org Mandor

@ Rp.

32,500.00

48.75

Langit-langit asbes (1,00 x 1,00) m tanpa plepet


2,976.25

JASA 10 %

2

1.0000 m

1.1000

1,111.50

JUMLAH

3,273.88

12,226.50

DIBULATKAN

3,273.00

12,226.00

Langit-langit asbes (1,00 x 1,00) m memakai plepet

@ Rp.

2.6000

lbr Pelat asbes 1 m Plepet kayu

10,000.00

11,000.00

0.0100

kg Paku eternit

@ Rp.

2,000.00

5,200.00

@ Rp.

11,500.00

0.0100

kg Paku plepet

@ Rp.

10,000.00

115.00

0.0700

org Tukang kayu

@ Rp.

30,000.00

2,100.00

0.0070


@ Rp.

32,500.00

227.50

0.0300

org Pekerja

@ Rp.

20,000.00

600.00

0.0015

org Mandor

@ Rp.

32,500.00


03-2838-2002

2

1.0000 m

3

100.00

48.75 2,976.25

JASA 10 %

SNI

11,115.00

297.63

16,415.00

297.63

1,641.50

JUMLAH

3,273.88

18,056.50

DIBULATKAN

3,273.00

18,056.00

Langit2 asbes (1,00 x 1,00) m, rangka kamper tanpa plepet

0.0120

m

@ Rp.

4,750,000.00

57,000.00

0.0600

kg Paku biasa

@ Rp.

10,000.00

600.00

1.1000

lbr

@ Rp.

10,000.00

0.3200

org Tukang kayu

@ Rp.

30,000.00

9,600.00

0.0320


@ Rp.

32,500.00

1,040.00

0.1800

org Pekerja

@ Rp.

20,000.00

3,600.00

0.0090

org Mandor

@ Rp.

32,500.00

Kayu kamper balok Asbes 1,00 x 1,00 m


11,000.00

292.50 14,532.50

68,600.00

1,453.25

6,860.00

JUMLAH

15,985.75

75,460.00

DIBULATKAN

15,985.00

75,460.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 03-2838-2002

2

1.0000 m

3

Langit2 asbes (1,00 x 1,00) m, rangka kruing tanpa plepet

0.0120

m

@ Rp.

4,350,000.00

0.0600

kg Paku biasa

@ Rp.

10,000.00

600.00

1.1000

lbr

@ Rp.

10,000.00

11,000.00

0.3200

org Tukang kayu

@ Rp.

30,000.00

9,600.00

0.0320


@ Rp.

32,500.00

1,040.00

0.1800

org Pekerja

@ Rp.

20,000.00

3,600.00

0.0090

org Mandor

@ Rp.

32,500.00

Kayu kruing balok Asbes 1,00 x 1,00 m


03-2838-2002

2

1.0000 m

3

1,453.25

6,380.00

15,985.75

70,180.00

DIBULATKAN

15,985.00

70,180.00

Langit2 asbes (1,00 x 1,00) m, rangka bengkirai tanpa plepet

0.0120

m

@ Rp.

5,750,000.00

69,000.00

0.0600

kg Paku biasa

@ Rp.

10,000.00

600.00

1.1000

lbr

@ Rp.

10,000.00

0.3200

org Tukang kayu

@ Rp.

30,000.00

9,600.00

0.0320


@ Rp.

32,500.00

1,040.00

0.1800

org Pekerja

@ Rp.

20,000.00

3,600.00

0.0090

org Mandor

@ Rp.

32,500.00

Kayu bengkirai balok Asbes 1,00 x 1,00 m

2

1.0000 m

8,060.00

15,985.75

88,660.00

DIBULATKAN

15,985.00

88,660.00

Langit2 asbes (1,00 x 1,00) m, rangka kayu lama dg plepet

0.0600

kg Paku biasa

@ Rp.

10,000.00

600.00

1.1000

lbr

@ Rp.

10,000.00

11,000.00

2.6000

m

Plepet kayu

@ Rp.

2,000.00

5,200.00

0.0100

kg

Paku eternit

@ Rp.

11,500.00

115.00

0.0100

kg

Paku plepet

@ Rp.

10,000.00

0.3200

org Tukang kayu

@ Rp.

30,000.00

9,600.00

0.0320


@ Rp.

32,500.00

1,040.00

0.1800

org Pekerja

@ Rp.

20,000.00

3,600.00

0.0090

org Mandor

@ Rp.

32,500.00

1

Asbes 1,00 x 1,00 m

2

1.0000 m

3

292.50 17,015.00

1,453.25

1,701.50

JUMLAH

15,985.75

18,716.50

DIBULATKAN

15,985.00

18,716.00

Langit2 asbes (1,00 x 1,00) m, rangka kayu kamper dg plepet

0.0120

m

@ Rp.

4,750,000.00

0.0600

kg Paku biasa

@ Rp.

10,000.00

600.00

1.1000

lbr

Asbes 1,00 x 1,00 m

@ Rp.

10,000.00

11,000.00

2.6000

m

Plepet kayu

@ Rp.

2,000.00

5,200.00

0.0100

kg

Paku eternit

@ Rp.

11,500.00

115.00

0.0100

kg

Paku plepet

@ Rp.

10,000.00

0.3200

org Tukang kayu

@ Rp.

30,000.00

9,600.00

0.0320


@ Rp.

32,500.00

1,040.00

0.1800

org Pekerja

@ Rp.

20,000.00

3,600.00

0.0090

org Mandor

@ Rp.

32,500.00

1

Kayu kamper balok

2

1.0000 m

3

57,000.00

100.00

292.50 14,532.50

JASA 10 %

03-2838-2002

100.00

14,532.50


SNI

80,600.00

JUMLAH

JASA 10 %

03-2838-2002

292.50 1,453.25


SNI

11,000.00

14,532.50

JASA 10 %

03-2838-2002

63,800.00

JUMLAH


SNI

292.50 14,532.50

JASA 10 %

SNI

52,200.00

74,015.00

1,453.25

7,401.50

JUMLAH

15,985.75

81,416.50

DIBULATKAN

15,985.00

81,416.00

Langit2 asbes (1,00 x 1,00) m, rangka kayu kruing dg plepet

0.0120

m

@ Rp.

4,350,000.00

52,200.00

0.0600

kg Paku biasa

@ Rp.

10,000.00

600.00

1.1000

lbr

Asbes 1,00 x 1,00 m

@ Rp.

10,000.00

11,000.00

2.6000

m

Plepet kayu

@ Rp.

2,000.00

5,200.00

0.0100

kg

Paku eternit

@ Rp.

11,500.00

115.00

0.0100

kg

Paku plepet

@ Rp.

10,000.00

100.00

0.3200

org Tukang kayu

@ Rp.

30,000.00

9,600.00

0.0320


@ Rp.

32,500.00

1,040.00

1

Kayu kruing balok

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 03-2838-2002

2

1.0000 m

3

Langit2 asbes (1,00 x 1,00) m, rangka ky bengkirai dg plepet

0.0120

m

@ Rp.

5,750,000.00

0.0600

kg P aku biasa

@ Rp.

10,000.00

600.00

1.1000

lbr

Asbes 1,00 x 1,00 m

@ Rp.

10,000.00

11,000.00

2.6000

m

Plepet kayu

@ Rp.

2,000.00

5,200.00

0.0100

kg

Paku eternit

@ Rp.

11,500.00

115.00

0.0100

kg

Paku plepet

@ Rp.

10,000.00

0.3200

org Tukang kayu

@ Rp.

30,000.00

9,600.00

0.0320


@ Rp.

32,500.00

1,040.00

0.1800

org Pekerja

@ Rp.

20,000.00

3,600.00

0.0090

org Mandor

@ Rp.

32,500.00

1

Kayu bengkirai balok


2

1.0000 m

3

292.50 86,015.00

1,453.25

8,601.50

JUMLAH

15,985.75

94,616.50

DIBULATKAN

15,985.00

94,616.00

Langit2 gypsum t; 9 mm, rangka 60 x 120 kayu kamper

0.0130

m

Kayu kamper

@ Rp.

4,750,000.00

61,750.00

0.3600

lbr

Gypsum board 9 mm

@ Rp.

42,000.00

15,120.00

0.0500

roll Kasa gypsum

@ Rp.

10,000.00

500.00

0.4500

kg

Tepung gypsum

@ Rp.

3,500.00

1,575.00

0.0030

kg

Alkasit

@ Rp.

300,000.00

900.00

0.0500

kg

Paku gypsum

@ Rp.

20,000.00

1,000.00

0.1200

kg

Paku usuk

@ Rp.

8,000.00

960.00

0.3700

org Tukang kayu

@ Rp.

30,000.00

11,100.00

0.0370


@ Rp.

32,500.00

1,202.50

0.2400

org Pekerja

@ Rp.

20,000.00

4,800.00

0.0120

org Mandor

@ Rp.

32,500.00


2

1.0000 m

3

390.00 17,492.50

JASA 10 %

6.13

100.00

14,532.50

JASA 10 %

6.13

69,000.00

81,805.00

1,749.25

8,180.50

JUMLAH

19,241.75

89,985.50

DIBULATKAN

19,241.00

89,985.00

Langit2 gypsum t;l 9 mm, rangka 60 x 120 kayu kruing

m

Kayu kruing

@ Rp.

4,350,000.00

56,550.00

0.3600

lbr

Gypsum board 9 mm

@ Rp.

42,000.00

15,120.00

0.0500

roll Kasa gypsum

@ Rp.

10,000.00

500.00

0.4500

kg

@ Rp.

3,500.00

1,575.00

0.0030

kg

Alkasit

@ Rp.

300,000.00

900.00

0.0500

kg

Paku gypsum

@ Rp.

20,000.00

1,000.00

0.1200

kg

Paku usuk

@ Rp.

8,000.00

0.3700

org Tukang kayu

@ Rp.

30,000.00

11,100.00

0.0370


@ Rp.

32,500.00

1,202.50

0.2400

org Pekerja

@ Rp.

20,000.00

4,800.00

0.0120

org Mandor

@ Rp.

32,500.00

0.0130

Tepung gypsum


2

3

390.00 17,492.50

JASA 10 %

1.0000 m

960.00

76,605.00

1,749.25

7,660.50

JUMLAH

19,241.75

84,265.50

DIBULATKAN

19,241.00

84,265.00

Langit2 gypsum t; 9 mm, rangka 60 x 120 ky bengkirai

0.0130

m

Kayu bengkirai

@ Rp.

5,750,000.00

74,750.00

0.3600

lbr

Gypsum board 9 mm

@ Rp.

42,000.00

15,120.00

0.0500

roll Kasa gypsum

@ Rp.

10,000.00

500.00

0.4500

kg

@ Rp.

3,500.00

1,575.00

0.0030

kg

Alkasit

@ Rp.

300,000.00

900.00

0.0500

kg

Paku gypsum

@ Rp.

20,000.00

1,000.00

0.1200

kg

Paku usuk

@ Rp.

8,000.00

0.3700

org Tukang kayu

@ Rp.

30,000.00

11,100.00

0.0370


@ Rp.

32,500.00

1,202.50

0.2400

org Pekerja

@ Rp.

20,000.00

4,800.00

0.0120

org Mandor

@ Rp.

32,500.00

Tepung gypsum


960.00

390.00 17,492.50

94,805.00

1,749.25

9,480.50

JUMLAH

19,241.75

104,285.50

DIBULATKAN

19,241.00

104,285.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

1

5.0000

m

@ Rp.

500.00

0.3700

org Tukang kayu

@ Rp.

30,000.00

11,100.00

0.0370


@ Rp.

32,500.00

1,202.50

0.2400

org Pekerja

@ Rp.

20,000.00

4,800.00

0.0120

org Mandor

@ Rp.

32,500.00

Kawat penggantung


2,500.00

390.00 17,492.50

64,845.00

1,749.25

6,484.50

JUMLAH

19,241.75

71,329.50

DIBULATKAN

19,241.00

71,329.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

6.13

1.0000 m

2

0.0130

m

3

0.3600

lbr

0.0500

Langit2 kalsiboard t; 3.5 mm, rangka 60 x 120 ky kamper

Kayu kamper

@ Rp.

4,750,000.00

61,750.00

Kalsiboard 3.5 mm

@ Rp.

46,200.00

16,632.00

roll Kasa gypsum

@ Rp.

10,000.00

500.00

0.4500

kg

@ Rp.

3,500.00

1,575.00

0.0030

kg

Alkasit

@ Rp.

300,000.00

900.00

0.0500

kg

Paku gypsum

@ Rp.

20,000.00

1,000.00

0.1200

kg

Paku usuk

@ Rp.

8,000.00

0.3700

org Tukang kayu

@ Rp.

30,000.00

11,100.00

0.0370


@ Rp.

32,500.00

1,202.50

0.2400

org Pekerja

@ Rp.

20,000.00

4,800.00

0.0120

org Mandor

@ Rp.

32,500.00

Tepung gypsum


390.00 17,492.50

JASA 10 %

6.13

960.00

83,317.00

1,749.25

8,331.70

JUMLAH

19,241.75

91,648.70

DIBULATKAN

19,241.00

91,648.00

1.0000 m

2

0.0130

m

3

0.3600

lbr

0.0500 0.4500 0.0030

kg

0.0500

kg

0.1200

kg

Paku usuk

@ Rp.

8,000.00

0.3700

org Tukang kayu

@ Rp.

30,000.00

11,100.00

0.0370


@ Rp.

32,500.00

1,202.50

0.2400

org Pekerja

@ Rp.

20,000.00

4,800.00

0.0120

org Mandor

@ Rp.

32,500.00

Langit2 kalsiboard t;l 3.5 mm, rangka 60 x 120 ky kruing

Kayu kruing

@ Rp.

4,350,000.00

56,550.00

Kalsiboard 3.5 mm

@ Rp.

46,200.00

16,632.00

roll Kasa gypsum

@ Rp.

10,000.00

500.00

kg

@ Rp.

3,500.00

1,575.00

Alkasit

@ Rp.

300,000.00

900.00

Paku gypsum

@ Rp.

20,000.00

1,000.00

Tepung gypsum


2

0.0130

m

3

0.3600

lbr

0.0500

390.00 17,492.50

78,117.00

1,749.25

7,811.70

JUMLAH

19,241.75

85,928.70

DIBULATKAN

19,241.00

85,928.00

JASA 10 %

1.0000 m

960.00

Langit2 kalsiboard t; 3.5 mm, rangka 60 x 120 ky bengkirai

Kayu bengkirai

@ Rp.

5,750,000.00

74,750.00

Kalsiboard 3.5 mm

@ Rp.

46,200.00

16,632.00

roll Kasa gypsum

@ Rp.

10,000.00

500.00

0.4500

kg

Tepung gypsum

@ Rp.

3,500.00

1,575.00

0.0030

kg

Alkasit

@ Rp.

300,000.00

900.00

0.0500

kg

Paku gypsum

@ Rp.

20,000.00

1,000.00

0.1200

kg

Paku usuk

@ Rp.

8,000.00

960.00

0.3700

org Tukang kayu

@ Rp.

30,000.00

11,100.00

0.0370


@ Rp.

32,500.00

1,202.50

0.2400

org Pekerja

@ Rp.

20,000.00

4,800.00

0.0120

org Mandor

@ Rp.

32,500.00

390.00


17,492.50

JASA 10 %

1.0000 m

2

m

1

4.5000

96,317.00

1,749.25

9,631.70

JUMLAH

19,241.75

105,948.70

DIBULATKAN

19,241.00

105,948.00

Langit-langit kalsiboard tebal 3.5 mm, rangka hollow

Rangka hollow 4x4 cm

@ Rp.

9,500.00

42,750.00

Kalsiboard 3.5 mm

16,632.00

0.3600

lbr

@ Rp.

46,200.00

0.0500

roll Kasa gypsum

@ Rp.

10,000.00

500.00

0.4500

kg

Tepung gypsum

@ Rp.

3,500.00

1,575.00

0.0030

kg

Alkasit

@ Rp.

300,000.00

900.00 1,500.00

0.1500

kg Paku skrup

5.0000

m

@ Rp.

10,000.00

@ Rp.

500.00

0.3700

org Tukang kayu

@ Rp.

30,000.00

11,100.00

0.0370


@ Rp.

32,500.00

1,202.50

0.2400

org Pekerja

@ Rp.

20,000.00

4,800.00

0.0120

org Mandor

@ Rp.

32,500.00

1

Kawat penggantung


2,500.00

390.00 17,492.50

66,357.00

1,749.25

6,635.70

19,241.75

72,992.70

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

2

1.0000 m

1

Langit-langit akustik 60 x 120 cm + rangka alumunium

03-3438-2002

3.6000

m

Profil alumunium "T"

@ Rp.

20,000.00

72,000.00

6.18

0.1500

kg

Kawat seng polos

@ Rp.

9,500.00

1,425.00

1.0000

bh Ramset / dina bolt

@ Rp.

2,500.00

2,500.00

1.5000

lbr

@ Rp.

125,000.00

187,500.00

0.5000

org Tukang kayu

@ Rp.

30,000.00

15,000.00

0.0500


@ Rp.

32,500.00

1,625.00

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0075

org Mandor

@ Rp.

32,500.00

243.75

Akustic Armstrong 60 x 120 cm


19,868.75

JASA 10 %

1

1.0000 m

1

263,425.00

1,986.88

26,342.50

JUMLAH

21,855.63

289,767.50

DIBULATKAN

21,855.00

289,767.00

Pasang list profil cornees gypsum lebar sampai 5 cm

1.1000

m

List profil cornees gypsum

@ Rp.

0.7000

kg

Tepung gypsum

0.0035

kg

Alkasit

0.0375

4,000.00

4,400.00

@ Rp.

3,500.00

2,450.00

@ Rp.

300,000.00

org Tukang kayu

@ Rp.

30,000.00

1,125.00

0.0037


@ Rp.

32,500.00

120.25

0.1125

org Pekerja

@ Rp.

20,000.00

2,250.00

0.0065

org Mandor

@ Rp.

32,500.00


1

1

211.25 3,706.50

7,900.00

370.65

790.00

JUMLAH

4,077.15

8,690.00

DIBULATKAN

4,077.00

8,690.00

JASA 10 %

1.0000 m

1,050.00

Pasang list profil cornees gypsum lebar 5 - 10 cm

1.1000

m


@ Rp.

8,000.00

8,800.00

0.8750

kg

Tepung gypsum

@ Rp.

3,500.00

3,062.50

0.0044

kg

Alkasit

@ Rp.

300,000.00

1,320.00

0.0375

org Tukang kayu

@ Rp.

30,000.00

0.0037


@ Rp.

32,500.00

120.25

0.1125

org Pekerja

@ Rp.

20,000.00

2,250.00

0.0065

org Mandor

@ Rp.

32,500.00


1

1

211.25 3,706.50

JASA 10 %

1.0000 m

1,125.00

13,182.50

370.65

1,318.25

JUMLAH

4,077.15

14,500.75

DIBULATKAN

4,077.00

14,500.00

Pasang list profil cornees gypsum lebar lebih dari 10 cm

1.1000

m


@ Rp.

1.0500

kg

Tepung gypsum

0.0053

kg

Alkasit

0.0400

15,000.00

16,500.00

@ Rp.

3,500.00

3,675.00

@ Rp.

300,000.00

org Tukang kayu

@ Rp.

30,000.00

1,200.00

0.0040


@ Rp.

32,500.00

130.00

0.1125

org Pekerja

@ Rp.

20,000.00

2,250.00

0.0065

org Mandor

@ Rp.

32,500.00


211.25 3,791.25

JASA 10 %

1

1,590.00

379.13

2,176.50

JUMLAH

4,170.38

23,941.50

DIBULATKAN

4,170.00

23,941.00

SNI

1.0000 m

6.19

1.1000

m

List kayu profil

@ Rp.

5,500.00

03-2838-2002

0.0100

kg

Paku

@ Rp.

10,000.00

0.0500

org Tukang kayu

@ Rp.

30,000.00

0.0050


@ Rp.

32,500.00

162.50

0.0500

org Pekerja

@ Rp.

20,000.00

1,000.00

0.0030

org Mandor

@ Rp.

32,500.00

97.50

1

21,765.00

List langit-langit kayu profil


6,050.00 100.00 1,500.00

2,760.00

6,150.00

276.00

615.00

JUMLAH

3,036.00

6,765.00

DIBULATKAN

3,036.00

6,765.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

PEKERJAAN LISPLANG 1

1.0000 m

3

Pasang lisplank ukuran (2 x 20) cm, kayu jati

0.0048

m

Kayu jati papan

@ Rp.

22,000,000.00

0.0600

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0050

org Mandor

@ Rp.

32,500.00


03-3434-2002

1

1.0000 m

3

480.00 3,000.00

162.50 5,487.50

JASA 10 %

SNI

105,600.00

106,080.00

548.75

10,608.00

JUMLAH

6,036.25

116,688.00

DIBULATKAN

6,036.00

116,688.00

Pasang lisplank ukuran 2 x (2 x 20) cm, kayu jati

0.0086

m

Kayu jati papan

@ Rp.

22,000,000.00

189,200.00

0.0600

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

480.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0050

org Mandor

@ Rp.

32,500.00

162.50


5,487.50

JASA 10 %

1

1.0000 m

3

3,000.00

18,968.00

JUMLAH

6,036.25

208,648.00

DIBULATKAN

6,036.00

208,648.00

Pasang lisplank ukuran (2 x 20) cm, kayu jati lokal

m


@ Rp.

0.0600

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0050

org Mandor

@ Rp.

32,500.00

0.0048

8,200,000.00


1

3

39,360.00 480.00 3,000.00

162.50 5,487.50

JASA 10 %

1.0000 m

39,840.00

548.75

3,984.00

JUMLAH

6,036.25

43,824.00

DIBULATKAN

6,036.00

43,824.00

Pasang lisplank ukuran (2 x 20) cm, kayu kamper

0.0048

m

Kayu kamper papan

@ Rp.

5,500,000.00

0.0600

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0050

org Mandor

@ Rp.

32,500.00


26,400.00 480.00 3,000.00

162.50 5,487.50

JASA 10 %

1

189,680.00

548.75

26,880.00

548.75

2,688.00

JUMLAH

6,036.25

29,568.00

DIBULATKAN

6,036.00

29,568.00

SNI

1.0000 m

6.52

0.0086

m

Kayu kamper papan

@ Rp.

5,500,000.00

47,300.00

03-3434-2002

0.0600

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

480.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0050

org Mandor

@ Rp.

32,500.00

162.50

3

Pasang lisplank ukuran 2 x (2 x 20) cm, kayu kamper


5,487.50

JASA 10 %

1

1.0000 m

3

47,780.00

548.75

4,778.00

JUMLAH

6,036.25

52,558.00

DIBULATKAN

6,036.00

52,558.00

Pasang lisplank ukuran (2 x 20) cm, kayu kruing

m

Kayu kruing papan

@ Rp.

0.0600

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.1000

org Tukang kayu

@ Rp

30 000 00

0.0048

3,000.00

4,750,000.00

22,800.00 480.00 3,000.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

1

1.0000 m

3

Pasang lisplank ukuran 2 x (2 x 20) cm, kayu kruing

6.52

0.0086

m

03-3434-2002

0.0600

kg

0.1000

org Tukang kayu

@ Rp.

30,000.00

3,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0050

org Mandor

@ Rp.

32,500.00

Kayu kruing papan

@ Rp.

4,750,000.00

Paku biasa 2" - 5"

@ Rp.

8,000.00


1

3

162.50 41,330.00

548.75

4,133.00

JUMLAH

6,036.25

45,463.00

DIBULATKAN

6,036.00

45,463.00

Pasang lisplank ukuran (2 x 20) cm, kayu bengkirai

0.0048

m


@ Rp.

6,000,000.00

0.0600

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0050

org Mandor

@ Rp.

32,500.00


1

1.0000 m

3

28,800.00 480.00 3,000.00

162.50 5,487.50

JASA 10 %

SNI

480.00

5,487.50

JASA 10 %

1.0000 m

40,850.00

29,280.00

548.75

2,928.00

JUMLAH

6,036.25

32,208.00

DIBULATKAN

6,036.00

32,208.00

Pasang lisplank ukuran 2 x (2 x 20) cm, kayu bengkirai

6.52

0.0086

m


@ Rp.

6,000,000.00

51,600.00

03-3434-2002

0.0600

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

480.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0050

org Mandor

@ Rp.

32,500.00

162.50


5,487.50

JASA 10 %

AK

2

1.0000 m

3

0.0250

m

1.0000

m

0.3000

kg

1.8000

5,208.00

JUMLAH

6,036.25

57,288.00

DIBULATKAN

6,036.00

57,288.00

Membuat listplank asbes plat ram kayu kamper

@ Rp.

4,750,000.00

118,750.00

Asbes plat

@ Rp.

10,000.00

10,000.00

Paku reng

@ Rp.

8,000.00

org Tukang kayu

@ Rp.

30,000.00

54,000.00

0.1800

org Kep. Tk. Kayu

@ Rp.

32,500.00

5,850.00

0.6000

org Pekerja

@ Rp.

20,000.00

12,000.00

0.0300

org Mandor

@ Rp.

32,500.00

2

Ram kayu kamper

2

1.0000 m

3

2,400.00

975.00 72,825.00

JASA 10 %

131,150.00

7,282.50

13,115.00

JUMLAH

80,107.50

144,265.00

DIBULATKAN

80,107.00

144,265.00

Membuat listplank asbes plat ram kayu kruing

0.0250

m

Ram kayu kruing

@ Rp.

4,350,000.00

108,750.00

1.0000

m

Asbes plat

@ Rp.

10,000.00

10,000.00

0.3000

kg

Paku reng

@ Rp.

8,000.00

2,400.00

1.8000

org Tukang kayu

@ Rp.

30,000.00

0.1800

org Kep. Tk. Kayu

@ Rp.

32,500.00

5,850.00

0.6000

org Pekerja

@ Rp.

20,000.00

12,000.00

0.0300

org Mandor

@ Rp.

32,500.00

2


2

1.0000 m

0.0250

3

m

2

54,000.00

975.00 72,825.00

JASA 10 %

AK

52,080.00

548.75


AK

3,000.00

121,150.00

7,282.50

12,115.00

JUMLAH

80,107.50

133,265.00

DIBULATKAN

80,107.00

133,265.00

Membuat listplank asbes plat ram kayu bengkirai

Ram kayu bengkirai

@ Rp.

5,750,000.00

143,750.00

1.0000

m

Asbes plat

@ Rp.

10,000.00

10,000.00

0.3000

kg

Paku reng

@ Rp.

8,000.00

2,400.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

1

1.0000 m

3

Mengerjakan papan ruiter kayu kamper 2/20

0.0040

m

Kayu kamper papan

@ Rp.

5,500,000.00

0.0200

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.0800

org Tukang kayu

@ Rp.

30,000.00

2,400.00

0.0080


@ Rp.

32,500.00

260.00

0.0280

org Pekerja

@ Rp.

20,000.00

560.00

0.0014

org Mandor

@ Rp.

32,500.00

JUMLAH

1

3

160.00

45.50 3,265.50

22,160.00

326.55

2,216.00

JUMLAH

3,592.05

24,376.00

DIBULATKAN

3,592.00

24,376.00

JASA 10 %

1.0000 m

22,000.00

Mengerjakan papan ruiter kayu kruing 2/20

0.0040

m

Kayu kruing papan

@ Rp.

4,750,000.00

0.0200

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.0800

org Tukang kayu

@ Rp.

30,000.00

2,400.00

0.0080


@ Rp.

32,500.00

260.00

0.0280

org Pekerja

@ Rp.

20,000.00

560.00

0.0014

org Mandor

@ Rp.

32,500.00

JUMLAH

1

3

160.00

45.50 3,265.50

JASA 10 %

1.0000 m

19,000.00

19,160.00

326.55

1,916.00

JUMLAH

3,592.05

21,076.00

DIBULATKAN

3,592.00

21,076.00

Mengerjakan papan ruiter kayu bengkirai 2/20

0.0040

m


@ Rp.

6,000,000.00

24,000.00

0.0200

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

160.00

0.0800

org Tukang kayu

@ Rp.

30,000.00

2,400.00

0.0080


@ Rp.

32,500.00

260.00

0.0280

org Pekerja

@ Rp.

20,000.00

560.00

0.0014

org Mandor

@ Rp.

32,500.00

45.50

JUMLAH

3,265.50

JASA 10 %

24,160.00

326.55

2,416.00

JUMLAH

3,592.05

26,576.00

DIBULATKAN

3,592.00

26,576.00

PEKERJAAN TALANG 1

SNI

1.0000 m

6.18

0.5000

lbr

@ Rp.

44,000.00

22,000.00

0.0150

@ Rp.

8,000.00

120.00

0.0096

kg Paku biasa 1/2" - 1" 3 m Kayu kamper papan

@ Rp.

5,500,000.00

52,800.00

0.2500

kg

Flincoat

@ Rp.

35,000.00

0.4000

org Tukang kayu

@ Rp.

30,000.00

12,000.00

0.0250


@ Rp.

32,500.00

812.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0013

org Mandor

@ Rp.

32,500.00

Pasang talang datar, seng BJLS 28, papan kayu kamper

Seng plat 3' x 6' BJLS 28


40.63 15,853.13

83,670.00

1,585.31

8,367.00

JUMLAH

17,438.44

92,037.00

DIBULATKAN

17,438.00

92,037.00

JASA 10 %

1

8,750.00

SNI

1.0000 m

6.18

0.5000

lbr


@ Rp.

44,000.00

0.0150

kg


@ Rp.

8,000.00

120.00

0.0096

m

Kayu kruing papan

@ Rp.

4,750,000.00

45,600.00

0.2500

kg

Flincoat

@ Rp.

35,000.00

0.4000

org Tukang kayu

@ Rp.

30,000.00

0.0250


@ Rp.

32,500.00

812.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0013

org Mandor

@ Rp.

32,500.00

3

Pasang talang datar, seng BJLS 28, papan kayu kruing


22,000.00

8,750.00 12,000.00

40.63 15,853.13

76,470.00

1,585.31

7,647.00

JUMLAH

17,438.44

84,117.00

DIBULATKAN

17,438.00

84,117.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

1

SNI

1.0000 m

6.18

0.5000

lbr

0.0150

kg Paku biasa 1/2" - 1"

0.0096

m

0.2500

kg

0.4000

org Tukang kayu

@ Rp.

30,000.00

0.0250


@ Rp.

32,500.00

812.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0013

org Mandor

@ Rp.

32,500.00

40.63

3

Pasang talang datar, seng BJLS 28, papan kayu bengkirai


@ Rp.

44,000.00

@ Rp.

8,000.00

120.00

Kayui bengkirai papan

@ Rp.

6,000,000.00

57,600.00

Flincoat

@ Rp.

35,000.00

8,750.00


1.0000 m

6.19

0.5000

1

lbr

12,000.00

15,853.13

JASA 10 %

SNI

22,000.00

8,847.00

JUMLAH

17,438.44

97,317.00

DIBULATKAN

17,438.00

97,317.00

Pasang talang miring, seng BJLS 28, papan kayu kamper


@ Rp.

44,000.00

22,000.00

0.0150


0.0190

m

Kayu kamper papan

0.2500

kg

Flincoat

@ Rp.

35,000.00

0.4000

org Tukang kayu

@ Rp.

30,000.00

12,000.00

0.0250


@ Rp.

32,500.00

812.50

0.0400

org Pekerja

@ Rp.

20,000.00

800.00

0.0013

org Mandor

@ Rp.

32,500.00

3

@ Rp.

8,000.00

120.00

@ Rp.

5,500,000.00

104,500.00


8,750.00

40.63 13,653.13

JASA 10 %

1

135,370.00

1,365.31

13,537.00

JUMLAH

15,018.44

148,907.00

DIBULATKAN

15,018.00

148,907.00

SNI

1.0000 m

6.19

0.5000

lbr

0.0150


0.0190

m

0.2500

kg

Pasang talang miring, seng BJLS 28, papan kayu kruing

@ Rp.

44,000.00

22,000.00

@ Rp.

8,000.00

120.00

Kayu kruing papan

@ Rp.

4,750,000.00

90,250.00

Flincoat

@ Rp.

35,000.00

0.4000

org Tukang kayu

@ Rp.

30,000.00

12,000.00

0.0250


@ Rp.

32,500.00

812.50

0.0400

org Pekerja

@ Rp.

20,000.00

800.00

0.0013

org Mandor

@ Rp.

32,500.00

3



1

8,750.00

40.63 13,653.13

JASA 10 %

1,365.31

12,112.00

15,018.44

133,232.00

DIBULATKAN

15,018.00

133,232.00

1.0000 m

6.19

0.5000

lbr

0.0150


0.0190

m


0.2500

kg

Flincoat

@ Rp.

35,000.00

0.4000

org Tukang kayu

@ Rp.

30,000.00

12,000.00

0.0250


@ Rp.

32,500.00

812.50

0.0400

org Pekerja

@ Rp.

20,000.00

800.00

0.0013

org Mandor

@ Rp.

32,500.00

3

Pasang talang miring, seng BJLS 28, papan kayu bengkirai


@ Rp.

44,000.00

@ Rp.

8,000.00

120.00

@ Rp.

6,000,000.00

114,000.00


1

1

22,000.00

8,750.00

40.63 13,653.13

144,870.00

1,365.31

14,487.00

JUMLAH

15,018.44

159,357.00

DIBULATKAN

15,018.00

159,357.00

JASA 10 %

10.0000 m

121,120.00

JUMLAH

SNI

H.18

88,470.00

1,585.31

Pasang talang torong

10.0000

m

Seng BJLS 0,30 ( 60 cm )

@ Rp.

20,000.00

225.0000

bh

Paku sumbat

@ Rp.

400.00

@ Rp.

25,000.00

93,750.00

200,000.00 90,000.00

3.7500

org Tukang besi

0.3750

org Kep. Tk. Besi

@ Rp.

27,000.00

10,125.00

2.2500

org Pekerja

@ Rp.

20,000.00

45,000.00

0.1100

org Mandor

@ Rp.

32,500.00

3,575.00


152,450.00

290,000.00

TIAP 1M1 ( BELUM PPN )

15,245.00

29,000.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

1

SNI

1.0000 m

6.20

0.3000

lbr


@ Rp.

44,000.00

0.1000

kg


@ Rp.

8,000.00

800.00

0.0190

m


@ Rp.

6,000,000.00

114,000.00

0.5000

kg

Besi strip

@ Rp.

8,800.00

4,400.00

0.2500

org Tukang kayu

@ Rp.

30,000.00

0.0250


@ Rp.

32,500.00

812.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0013

org Mandor

@ Rp.

32,500.00

40.63

3

Pasang talang ½ lingkaran D - 10 cm, seng BJLS 28


03-3434-2002 6.56

2

1.0000 m

3

13,240.00

JUMLAH

12,488.44

145,640.00

DIBULATKAN

12,488.00

145,640.00

Pasang dinding pemisah teakwood rangkap, rangka kayu kamper

0.0195

m

Kayu kamper balok

@ Rp.

4,750,000.00

92,625.00

0.0070

m

Kayu kamper papan

@ Rp.

5,500,000.00

38,500.00

0.1000

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

800.00

0.5600

kg

Lem kayu

@ Rp.

11,000.00

6,160.00

1.0000

lbr


@ Rp.

69,500.00

0.4500

org Tukang kayu

@ Rp.

30,000.00

13,500.00

0.0450


@ Rp.

32,500.00

1,462.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0750

org Mandor

@ Rp.

32,500.00

2,437.50

3

20,400.00

JASA 10 %

03-3434-2002 6.57

2

1.0000 m

3

138,085.00

2,040.00

13,808.50

JUMLAH

22,440.00

151,893.50

DIBULATKAN

22,440.00

151,893.00

Pas. dinding pemisah plywoodwood rangkap, rangka ky kamper

0.0195

m

Kayu kamper balok

@ Rp.

4,750,000.00

92,625.00

0.0070

m

Kayu kamper papan

@ Rp.

5,500,000.00

38,500.00

0.1000

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

800.00

0.5600

kg

Lem kayu

@ Rp.

11,000.00

6,160.00

1.0000

lbr

Plywood 4' x 8' x 4 mm

@ Rp.

41,250.00

0.6000

org Tukang kayu

@ Rp.

30,000.00

18,000.00

0.0600


@ Rp.

32,500.00

1,950.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00

3


1.0000 m

03-3434-2002

0.4000

6.59

2

41,250.00

325.00 24,275.00

JASA 10 %

SNI

132,400.00

1,135.31


SNI

7,500.00

11,353.13

JASA 10 %

SNI

13,200.00

179,335.00

2,427.50

17,933.50

JUMLAH

26,702.50

197,268.50

DIBULATKAN

26,702.00

197,268.00

Pasang plywood tebal 4 mm, untuk dinding

lbr

Plywood 4' x 8' x 4 mm

@ Rp.

0.0500

kg

Paku biasa 2" - 5"

@ Rp.

8,000.00

0.0750

org Tukang kayu

@ Rp.

30,000.00

2,250.00

0.0075


@ Rp.

32,500.00

243.75

0.0250

org Pekerja

@ Rp.

20,000.00

500.00

0.0013

org Mandor

@ Rp.

32,500.00


41,250.00

16,500.00 400.00

42.25 3,036.00

16,900.00

303.60

1,690.00

JUMLAH

3,339.60

18,590.00

DIBULATKAN

3,339.00

18,590.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

PEKERJAAN ATAP 1.0000 m

2

Pasang genteng lama

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100

org Kep. Tk. Batu

@ Rp.

30,000.00

300.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00


H.2

1.0000 m

25.0000

2

737.50

-

DIBULATKAN

8,112.00

-

Pasang genteng paris

bh Genteng paris

@ Rp.

600.00

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100

org Kep. Tk. Batu

@ Rp.

30,000.00

300.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00

325.00

1.0000 m

25.0000

2

15,000.00 2,750.00

7,375.00

1,500.00

JUMLAH

8,112.50

16,500.00

DIBULATKAN

8,112.00

16,500.00

Pasang genteng paris untuk rumah tingkat

bh Genteng paris

@ Rp.

600.00

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100

org Kep. Tk. Batu

@ Rp.

30,000.00

300.00

0.3000

org Pekerja

@ Rp.

20,000.00

6,000.00

0.0150

org Mandor

@ Rp.

32,500.00

487.50

2

15,000.00 2,750.00

9,537.50

JASA 10 %

1.0000 m

1,500.00

JUMLAH

10,491.25

16,500.00

DIBULATKAN

10,491.00

16,500.00

Pasang genteng beton besar Natural ( isi 9 / m

2

)

bh Genteng beton natural

@ Rp.

2,750.00

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100

org Kep. Tk. Batu

@ Rp.

30,000.00

300.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00

325.00


24,750.00 2,750.00

7,375.00

JASA 10 %

2

15,000.00

953.75

9.0000

1.0000 m

15,000.00

737.50


H.2A

-

8,112.50

JASA 10 %

H.2A

325.00 7,375.00

JUMLAH


H.2A

2,750.00

24,750.00

737.50

2,475.00

JUMLAH

8,112.50

27,225.00

DIBULATKAN

8,112.00

27,225.00

Pas. genteng beton besar Natural ( isi 9 / m

2

) untuk r. tingkat

9.0000

bh Genteng beton natural

@ Rp.

2,750.00

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100

org Kep. Tk. Batu

@ Rp.

30,000.00

300.00

0.3000

org Pekerja

@ Rp.

20,000.00

6,000.00

0.0150

org Mandor

@ Rp.

32,500.00

487.50


24,750.00 2,750.00

9,537.50

24,750.00

953.75

2,475.00

JUMLAH

10,491.25

27,225.00

DIBULATKAN

10,491.00

27,225.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

H.2A

2

1.0000 m

Pasang genteng beton besar Warna ( isi 9 / m

2

)

9.0000

bh Genteng beton Warna

@ Rp.

4,420.00

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100

org Kep. Tk. Batu

@ Rp.

30,000.00

300.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00


2

1.0000 m

3,978.00

JUMLAH

8,112.50

43,758.00

DIBULATKAN

8,112.00

43,758.00

Pas. genteng beton besar Warna ( isi 9 / m

2

) untuk r. tingkat

9.0000

bh Genteng beton Warna

@ Rp.

4,420.00

0.1000

org Tukang batu

@ Rp.

27,500.00

0.0100

org Kep. Tk. Batu

@ Rp.

30,000.00

300.00

0.3000

org Pekerja

@ Rp.

20,000.00

6,000.00

0.0150

org Mandor

@ Rp.

32,500.00

1

487.50 39,780.00

953.75

3,978.00

JUMLAH

10,491.25

43,758.00

DIBULATKAN

10,491.00

43,758.00

Pasang bubungan genteng paris

5.0000

bh Bubungan genteng paris

0.0152

m

@ Rp.

1,650.00

8,250.00

Kapur pasang

@ Rp.

72,500.00

0.0152

1,102.00

m

Pasir pasang

@ Rp.

76,000.00

1,155.20

1.5240

kg

PC

@ Rp.

764.00

1,164.34

0.2000

org Tukang batu

@ Rp.

27,500.00

0.0200

org Kep. Tk. Batu

@ Rp.

30,000.00

600.00

0.4000

org Pekerja

@ Rp.

20,000.00

8,000.00

0.0200

org Mandor

@ Rp.

32,500.00

650.00

3 3


1

1.0000 m

5,500.00

14,750.00

JASA 10 %

H.6

39,780.00 2,750.00

9,537.50

JASA 10 %

1.0000 m

39,780.00

737.50


H.6

325.00 7,375.00

JASA 10 %

H.2A

39,780.00 2,750.00

1,167.15

JUMLAH

16,225.00

12,838.69

DIBULATKAN

16,225.00

12,838.00

Pasang bubungan genteng beton Natural

5.0000

bh Bubungan genteng beton natural

0.0152

m

0.0152

m

1.5240

kg

0.2000

org Tukang batu

0.0200

org Kep. Tk. Batu

@ Rp.

30,000.00

600.00

0.4000

org Pekerja

@ Rp.

20,000.00

8,000.00

0.0200

org Mandor

@ Rp.

32,500.00

650.00

3 3

11,671.54

1,475.00

@ Rp.

2,460.00

12,300.00

Kapur pasang

@ Rp.

72,500.00

1,102.00

Pasir pasang

@ Rp.

76,000.00

1,155.20

PC

@ Rp.

764.00

@ Rp.

27,500.00


1,164.34 5,500.00

14,750.00

15,721.54

1,475.00

1,572.15

JUMLAH

16,225.00

17,293.69

DIBULATKAN

16,225.00

17,293.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

H.6

1.0000 m

1

Pasang bubungan genteng beton Warna

4.0000

bh Bubungan genteng beton warna

0.0152

m

3

@ Rp.

4,260.00

17,040.00

Kapur pasang

@ Rp.

72,500.00

0.0152

m

3

1,102.00

Pasir pasang

@ Rp.

76,000.00

1.5240

kg

1,155.20

PC

@ Rp.

764.00

1,164.34

0.2000 0.0200

org Tukang batu

@ Rp.

27,500.00

org Kep. Tk. Batu

@ Rp.

30,000.00

600.00

0.4000

org Pekerja

@ Rp.

20,000.00

8,000.00

0.0200

org Mandor

@ Rp.

32,500.00

650.00


14,750.00

JASA 10 %

1.0000 m

SNI

0.5000

2

5,500.00

2,046.15

JUMLAH

16,225.00

22,507.69

DIBULATKAN

16,225.00

22,507.00

Pasang atap asbes gelombang (2,5 x 0,92 m) x 5 mm

lbr

Asbes gelombang

@ Rp.

Paku pancing 60 x 230

62,960.00

31,480.00

6.8

0.1200

kg

@ Rp.

9,350.00

03-3436-2002

0.0750

org Tukang kayu

@ Rp.

30,000.00

0.0080


@ Rp.

32,500.00

260.00

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0080

org Mandor

@ Rp.

32,500.00


1,122.00 2,250.00

260.00 5,570.00

JASA 10 %

2

32,602.00

557.00

3,260.20

JUMLAH

6,127.00

35,862.20

DIBULATKAN

6,127.00

35,862.00

SNI

1.0000 m

6.10

0.6000

lbr

Asbes gelombang

@ Rp.

50,330.00

03-3436-2002

0.1200

kg


@ Rp.

9,350.00

0.0700

org Tukang kayu

@ Rp.

30,000.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00



30,198.00 1,122.00 2,100.00

227.50 5,355.00

JASA 10 %

2

20,461.54

1,475.00

31,320.00

535.50

3,132.00

JUMLAH

5,890.50

34,452.00

DIBULATKAN

5,890.00

34,452.00

SNI

1.0000 m

6.11

0.7500

lbr

Asbes gelombang

@ Rp.

45,290.00

33,967.50

03-3436-2002

0.1200

kg


@ Rp.

9,350.00

1,122.00

0.0700

org Tukang kayu

@ Rp.

30,000.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00

227.50



5,355.00

JASA 10 %

SNI

1.0000 m

6.12

0.3500

03-3436-2002

2

2,100.00

35,089.50

535.50

3,508.95

JUMLAH

5,890.50

38,598.45

DIBULATKAN

5,890.00

38,598.00

Pasang atap asbes gelombang (300 x 1,05 m) x 4 mm

lbr

Asbes gelombang

@ Rp.

0.1200

kg


@ Rp.

9,350.00

0.0700

org Tukang kayu

@ Rp.

30,000.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00


71,350.00

24,972.50 1,122.00 2,100.00

227.50 5,355.00

26,094.50

535.50

2,609.45

JUMLAH

5,890.50

28,703.95

DIBULATKAN

5,890.00

28,703.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

SNI

1.0000

m

6.14

0.4400

lbr

Asbes gelombang

@ Rp.

61,000.00

03-3436-2002

0.1200

kg


@ Rp.

9,350.00

0.0670

org Tukang kayu

@ Rp.

30,000.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00



1,122.00 2,010.00

227.50 5,265.00

JASA 10 %

2

26,840.00

27,962.00

526.50

2,796.20

JUMLAH

5,791.50

30,758.20

DIBULATKAN

5,791.00

30,758.00

SNI

1.0000

m

6.15

0.5100

lbr

Asbes gelombang

@ Rp.

57,500.00

29,325.00

03-3436-2002

0.1200

kg


@ Rp.

9,350.00

1,122.00

0.0670

org Tukang kayu

@ Rp.

30,000.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00

227.50



5,265.00

JASA 10 %

2

2,010.00

3,044.70

JUMLAH

5,791.50

33,491.70

DIBULATKAN

5,791.00

33,491.00

SNI

1.0000

m

6.16

0.8000

lbr

Asbes gelombang

@ Rp.

03-3436-2002

0.1200

kg


@ Rp.

9,350.00

0.0670

org Tukang kayu

@ Rp.

30,000.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00


35,950.00


2

28,760.00 1,122.00 2,010.00

227.50 5,265.00

JASA 10 %

2,988.20

JUMLAH

5,791.50

32,870.20

DIBULATKAN

5,791.00

32,870.00

m

6.17

0.3700

lbr

Asbes gelombang

@ Rp.

112,830.00

03-3436-2002

0.1200

kg


@ Rp.

9,350.00

0.0670

org Tukang kayu

@ Rp.

30,000.00

2,010.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00



41,747.10 1,122.00

227.50 5,265.00

42,869.10

526.50

4,286.91

JUMLAH

5,791.50

47,156.01

DIBULATKAN

5,791.00

47,156.00

JASA 10 %

2

29,882.00

526.50

1.0000

SNI

30,447.00

526.50

SNI

1.0000

m

6.19

0.4600

lbr

Asbes gelombang

@ Rp.

90,265.00

03-3436-2002

0.1200

kg


@ Rp.

9,350.00

0.0670

org Tukang kayu

@ Rp.

30,000.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00

Pasang atap sbes gelombang (2,40 x 1,08 m) x 6 mm


41,521.90 1,122.00 2,010.00

227.50 5,265.00

42,643.90

526.50

4,264.39

JUMLAH

5,791.50

46,908.29

DIBULATKAN

5,791.00

46,908.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

1.0000

m

6.20

0.4900

lbr

Asbes gelombang

@ Rp.

78,980.00

03-3436-2002

0.1200

kg


@ Rp.

9,350.00

0.0670

org Tukang kayu

@ Rp.

30,000.00

2,010.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00

SNI



1,122.00

227.50 5,265.00

39,822.20

526.50

3,982.22

JUMLAH

5,791.50

43,804.42

DIBULATKAN

5,791.00

43,804.00

JASA 10 %

2

38,700.20

SNI

1.0000

m

6.21

0.5700

lbr

Asbes gelombang

@ Rp.

67,690.00

03-3436-2002

0.1200

kg


@ Rp.

9,350.00

0.0670

org Tukang kayu

@ Rp.

30,000.00

0.0070


@ Rp.

32,500.00

227.50

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00



1,122.00 2,010.00

227.50 5,265.00

JASA 10 %

1

38,583.30

526.50

3,970.53

JUMLAH

5,791.50

43,675.83

DIBULATKAN

5,791.00

43,675.00

SNI

1.0000

m

6.22

2.4000

lbr

03-3436-2002

6.0000

bh Paku sekrup 3,5"

0.1250

org Tukang kayu

@ Rp.

30,000.00

0.0130


@ Rp.

32,500.00

422.50

0.0840

org Pekerja

@ Rp.

20,000.00

1,680.00

0.0040

org Mandor

@ Rp.

32,500.00

130.00

Pasang bubung stel gelombang 0,92 m

Bubung stel gelombang

@ Rp.

29,000.00

69,600.00

@ Rp.

750.00

4,500.00


3,750.00

5,982.50

JASA 10 %

1

7,410.00

JUMLAH

6,580.75

81,510.00

DIBULATKAN

6,580.00

81,510.00

1.0000

m

6.23

2.1000

lbr

03-3436-2002

6.0000

bh Paku sekrup 3,5"

@ Rp.

750.00

0.1250

org Tukang kayu

@ Rp.

30,000.00

0.0130


@ Rp.

32,500.00

422.50

0.0840

org Pekerja

@ Rp.

20,000.00

1,680.00

0.0040

org Mandor

@ Rp.

32,500.00

Pasang nok stel gelombang 1,05 m

Nok stel gelombang

@ Rp.

29,000.00


60,900.00 4,500.00 3,750.00

130.00 5,982.50

JASA 10 %

1

74,100.00

598.25

SNI

65,400.00

598.25

6,540.00

JUMLAH

6,580.75

71,940.00

DIBULATKAN

6,580.00

71,940.00

1.0000

m

6.24

2.0500

lbr

@ Rp.

29,000.00

03-3436-2002

6.0000

bh Paku sekrup 3,5"

@ Rp.

750.00

0.1250

org Tukang kayu

@ Rp.

30,000.00

3,750.00

0.0130


@ Rp.

32,500.00

422.50

0.0840

org Pekerja

@ Rp.

20,000.00

1,680.00

0.0040

org Mandor

@ Rp.

32,500.00

SNI

39,705.30


Nok stel gelombang


59,450.00 4,500.00

130.00 5,982.50

63,950.00

598.25

6,395.00

JUMLAH

6,580.75

70,345.00

DIBULATKAN

6,580.00

70,345.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

2

1.0000 m

2

Pasang atap genteng metal zinc alume type prima roof

03-3436-2002

1.0200

m

6.32

0.2000

kg

0.1000

org Tukang kayu

@ Rp.

30,000.00

3,000.00

0.0100


@ Rp.

32,500.00

325.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0010

org Mandor

@ Rp.

32,500.00

Genteng metal

@ Rp.

95,400.00

Paku anti karat

@ Rp.

20,000.00


2

1.0000 m

2

4,000.00

32.50 7,357.50

101,308.00

735.75

10,130.80

JUMLAH

8,093.25

111,438.80

DIBULATKAN

8,093.00

111,438.00

JASA 10 %

Mod. SNI

97,308.00

Pasang atap metal gelombanmg

03-3436-2002

1.0200

m

@ Rp.

60,000.00

6.32

4.0000

bh Paku/skrup atap anti karat

@ Rp.

1,200.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0010

org Mandor

@ Rp.

32,500.00

Atap metal gelombang t 3,5 mm


2

1.0000 m

2

4,800.00 3,000.00

32.50 7,357.50

JASA 10 %

SNI

61,200.00

735.75

6,600.00

JUMLAH

8,093.25

72,600.00

DIBULATKAN

8,093.00

72,600.00

Pasang alumunium foil / sisalation

03-3436-2002

1.0500

m

@ Rp.

25,000.00

6.42

0.0500

org Tukang kayu

@ Rp.

30,000.00

0.0050


@ Rp.

32,500.00

162.50

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0080

org Mandor

@ Rp.

32,500.00

Sisalation / alumunium foil


2

1.0000 m

2

26,250.00 1,500.00

260.00 4,922.50

JASA 10 %

Empiris

66,000.00

26,250.00

492.25

2,625.00

JUMLAH

5,414.75

28,875.00

DIBULATKAN

5,414.00

28,875.00

Pasang atap polikarbonat

1.0500

m

@ Rp.

225,000.00

236,250.00

7.0000

kg Besi rangka

@ Rp.

8,800.00

61,600.00

9.0000

bh Paku sekrup

@ Rp.

1,200.00

0.5000

org Tukang besi

@ Rp.

25,000.00

0.0500


@ Rp.

27,000.00

1,350.00

0.5000

org Pekerja

@ Rp.

20,000.00

10,000.00

0.0025

org Mandor

@ Rp.

32,500.00

Plykarbhonat


10,800.00 12,500.00

81.25 23,931.25

308,650.00

2,393.13

30,865.00

JUMLAH

26,324.38

339,515.00

DIBULATKAN

26,324.00

339,515.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

PEKERJAAN CAT-CATAN 2

SNI

1.0000 m

6.1

0.0500

kg

@ Rp.

15,000.00

0.1500

org Pekerja

@ Rp.

20,000.00

0.0025

org Mandor

@ Rp.

32,500.00

Mengikis / mengerok permukaan cat tembok lama

Soda api


81.25 3,081.25

JASA 10 %

2

750.00 3,000.00 750.00

308.13

75.00

JUMLAH

3,389.38

825.00

DIBULATKAN

3,389.00

825.00

SNI

1.0000 m

6.7

0.1500

kg

@ Rp.

12,000.00

1,800.00

0.1700

kg Cat dasar

@ Rp.

32,000.00

5,440.00

0.1700

kg

@ Rp.

32,000.00

0.0750

org Tukang cat

@ Rp.

25,000.00

0.0075

org Kepala tukang cat

@ Rp.

27,000.00

202.50

0.0700

org Pekerja

@ Rp.

20,000.00

1,400.00

0.0025

org Mandor

@ Rp.

32,500.00

Pengecatan bidang kayu lama

Plamir Cat penutup


81.25 3,558.75

JASA 10 %

2

5,440.00 1,875.00

12,680.00

355.88

1,268.00

JUMLAH

3,914.63

13,948.00

DIBULATKAN

3,914.00

13,948.00

SNI

1.0000 m

6.8

0.2000

kg

Cat meni

@ Rp.

12,000.00

2,400.00

0.1500

kg

Plamir

@ Rp.

12,000.00

1,800.00

0.1700

kg Cat dasar

@ Rp.

32,000.00

5,440.00

0.2600

kg

@ Rp.

32,000.00

8,320.00

0.0900

org Tukang cat

@ Rp.

25,000.00

0.0060


@ Rp.

27,000.00

162.00

0.0700

org Pekerja

@ Rp.

20,000.00

1,400.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis cat penutup

Cat penutup


2,250.00

3,893.25

17,960.00

389.33

1,796.00

JUMLAH

4,282.58

19,756.00

DIBULATKAN

4,282.00

19,756.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

SNI

1.0000

m

6.9

0.2000

kg

Cat meni

@ Rp.

12,000.00

2,400.00

0.1500

kg

Plamir

@ Rp.

12,000.00

1,800.00

0.1700

kg Cat dasar

@ Rp.

32,000.00

5,440.00

0.3500

kg

@ Rp.

32,000.00

11,200.00

0.1050

org Tukang cat

@ Rp.

25,000.00

0.0040


@ Rp.

27,000.00

108.00

0.0700

org Pekerja

@ Rp.

20,000.00

1,400.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis cat penutup

Cat penutup


4,214.25

JASA 10 %

SNI

1.0000

6.11

0.1500

m

2

ltr

2,625.00

2,084.00

JUMLAH

4,635.68

22,924.00

DIBULATKAN

4,635.00

22,924.00

Pelaburan bidang kayu dengan politur

Politur

@ Rp.

20,000.00

3,000.00 7,440.00

0.3720

ltr

Politur jadi

@ Rp.

20,000.00

2.0000

lbr

Amplas

@ Rp.

2,500.00

0.0600

org Tukang cat

@ Rp.

25,000.00

1,500.00

0.0160


@ Rp.

27,000.00

432.00

0.0025

org Mandor

@ Rp.

32,500.00


2

5,000.00

81.25 2,013.25

15,440.00

201.33

1,544.00

JUMLAH

2,214.58

16,984.00

DIBULATKAN

2,214.00

16,984.00

JASA 10 %

m

20,840.00

421.43

SNI

1.0000

6.13

0.1500

ltr

Vernis

@ Rp.

12,500.00

1,875.00

0.0500

kg

Dempul

@ Rp.

10,000.00

500.00

0.1000

lbr

Amplas

@ Rp.

2,500.00

250.00

0.0100

bh Kuas

@ Rp.

8,000.00

80.00

0.1600

org Tukang cat

@ Rp.

25,000.00

0.0160


@ Rp.

27,000.00

432.00

0.1600

org Pekerja

@ Rp.

20,000.00

3,200.00

0.0025

org Mandor

@ Rp.

32,500.00

Pelaburan bidang kayu dengan vernis


4,000.00

81.25 7,713.25

2,705.00

771.33

270.50

JUMLAH

8,484.58

2,975.50

DIBULATKAN

8,484.00

2,975.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

SNI

1.0000 m

6.14

0.1000

kg

Plamir tembok

@ Rp.

8,500.00

0.1000

kg

Cat dasar

@ Rp.

9,500.00

950.00

0.2600

kg

Cat penutup 2 x

@ Rp.

9,500.00

2,470.00

0.0630

org Tukang cat

@ Rp.

25,000.00

1,575.00

0.0063


@ Rp.

27,000.00

170.10

0.0200

org Pekerja

@ Rp.

20,000.00

400.00

0.0025

org Mandor

@ Rp.

32,500.00

Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup)


81.25 2,226.35

JASA 10 %

2

850.00

4,270.00

222.64

427.00

JUMLAH

2,448.99

4,697.00

DIBULATKAN

2,448.00

4,697.00

SNI

1.0000 m

6.15

0.1200

kg

Cat dasar

@ Rp.

9,500.00

1,140.00

0.1800

kg

Cat penutup 2 x

@ Rp.

9,500.00

1,710.00

0.0420

org Tukang cat

@ Rp.

25,000.00

1,050.00

0.0042


@ Rp.

27,000.00

113.40

0.0280

org Pekerja

@ Rp.

20,000.00

560.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

Pengecatan tembok lama (1 lapis cat dasar, 2 lapis cat penutup)


1,804.65

JASA 10 %

SNI

1.0000 m

6.14

0.1000

2

285.00

JUMLAH

1,985.12

3,135.00

DIBULATKAN

1,985.00

3,135.00

Pengecatan tembok tidak terlindung dari panas dan hujan

kg

Cat alkali resisting primer

@ Rp.

27,200.00

0.3600

kg

Cat ICI Weathershield

@ Rp.

50,000.00

0.0630

org Tukang cat

@ Rp.

25,000.00

1,575.00

0.0063


@ Rp.

27,000.00

170.10

0.0200

org Pekerja

@ Rp.

20,000.00

400.00

0.0025

org Mandor

@ Rp.

32,500.00


2,720.00 18,000.00

81.25 2,226.35

JASA 10 %

2

2,850.00

180.47

20,720.00

222.64

2,072.00

JUMLAH

2,448.99

22,792.00

DIBULATKAN

2,448.00

22,792.00

SNI

1.0000 m

6.17

0.1000

lbr

Amplas

@ Rp.

2,500.00

0.2500

ikat Alang-alang

@ Rp.

500.00

125.00

0.0020

m

Perancah kayu

@ Rp.

1,000,000.00

2,000.00

0.1500

kg

Kapur sirih

@ Rp.

500.00

75.00

0.0010

org Tukang cat

@ Rp.

25,000.00

0.0001


@ Rp.

27,000.00

2.70

0.1500

org Pekerja

@ Rp.

20,000.00

3,000.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

3

Melabur tembok dengan kapur sirih


250.00

25.00

3,108.95

2,450.00

310.90

245.00

JUMLAH

3,419.85

2,695.00

DIBULATKAN

3,419.00

2,695.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.18

1.0000 m

2

0.0020

m

3

0.3000

kg

Melabur tembok lama dengan kapur sirih (untuk pemeliharaan)

Perancah kayu

@ Rp.

1,000,000.00

Kapur sirih

@ Rp.

500.00

0.0050

org Tukang cat

@ Rp.

25,000.00

125.00

0.0005


@ Rp.

27,000.00

13.50

0.0400

org Pekerja

@ Rp.

20,000.00

800.00

0.0025

org Mandor

@ Rp.

32,500.00


150.00

81.25 1,019.75

2,150.00

101.98

215.00

JUMLAH

1,121.73

2,365.00

DIBULATKAN

1,121.00

2,365.00

JASA 10 %

2

2,000.00

SNI

1.0000 m

6.9

0.1670

kg

Cat meni besi

@ Rp.

12,000.00

2,004.00

0.2000

kg

Cat besi

@ Rp.

32,000.00

6,400.00

0.1500

ltr

Thinner

@ Rp.

12,000.00

1,800.00

0.1050

org Tukang cat

@ Rp.

25,000.00

0.0040


@ Rp.

27,000.00

108.00

0.0700

org Pekerja

@ Rp.

20,000.00

1,400.00

0.0025

org Mandor

@ Rp.

32,500.00

81.25

Pengecatan bidang besi ( 3 x )


4,214.25

JASA 10 %

SNI

1.0000 m

6.20

0.1000

2

kg

2,625.00

1,020.40

JUMLAH

4,635.68

11,224.40

DIBULATKAN

4,635.00

11,224.00

Pengecacatan permukaan baja dengan meni besi

Meni besi sinkromat

@ Rp.

22,500.00

2,250.00

0.0100

bh Kuas

@ Rp.

8,000.00

0.2000

org Tukang cat

@ Rp.

25,000.00

5,000.00

0.0200


@ Rp.

27,000.00

540.00

0.0200

org Pekerja

@ Rp.

20,000.00

400.00

0.0100

org Mandor

@ Rp.

32,500.00


80.00

325.00 6,265.00

JASA 10 %

2

10,204.00

421.43

2,330.00

626.50

233.00

JUMLAH

6,891.50

2,563.00

DIBULATKAN

6,891.00

2,563.00

SNI

1.0000 m

6.21

0.1000

kg

0.0100

bh Kuas

0.0020

m

0.2250

Pengecacatan permukaan baja dengan meni besi memakai perancah

@ Rp.

22,500.00

@ Rp.

8,000.00

80.00

@ Rp.

1,000,000.00

2,000.00

org Tukang cat

@ Rp.

25,000.00

0.0225


@ Rp.

27,000.00

607.50

0.2250

org Pekerja

@ Rp.

20,000.00

4,500.00

0.0075

org Mandor

@ Rp.

32,500.00

3

Meni besi sinkromat Perancah kayu


2,250.00

5,625.00

243.75 10,976.25

4,330.00

1,097.63

433.00

JUMLAH

12,073.88

4,763.00

DIBULATKAN

12,073.00

4,763.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

1.0000 m

2

Pengetiran kayu ( 2 x )

0.3500

kg

Tir

@ Rp.

8,000.00

0.1000

org Pekerja

@ Rp.

20,000.00

0.0050

org Mandor

@ Rp.

32,500.00


1.0000 m

2

2,800.00

216.25

280.00

JUMLAH

2,378.75

3,080.00

DIBULATKAN

2,378.00

3,080.00

Pekerjaan cat duco 3 x

0.4250

kg

Cat duco

@ Rp.

60,000.00

25,500.00

0.0570

ltr

Thinner

@ Rp.

13,000.00

741.00

0.1000

lbr

Amplas

0.3000

org Tukang cat

0.0300

org Kep. Tk. Cat

@ Rp.

27,000.00

810.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00

@ Rp.

2,500.00

250.00

@ Rp.

25,000.00

7,500.00


1.0000

m

2

325.00 12,885.00

JASA 10 %

Empiris

162.50 2,162.50

JASA 10 %

Empiris

2,800.00 2,000.00

26,241.00

1,288.50

2,624.10

JUMLAH

14,173.50

28,865.10

DIBULATKAN

14,173.00

28,865.00

Mengerjakan Cat Sungging Mengerjakan cat dasar

0.1200

kg

Cat menie kayu

@ Rp.

12,000.00

0.0400

org Tukang cat

@ Rp.

25,000.00

1,000.00

0.0040

org Kep. Tk. Cat

@ Rp.

27,000.00

108.00

0.0667

org Pekerja

@ Rp.

20,000.00

1,334.00

0.0033

org Mandor

@ Rp.

32,500.00

JUMLAH ( A )

1,440.00

107.25 2,549.25

1,440.00

Mengecat dan membuat gradasi tutulan berkali-kali 0.4250

kg

Cat kayu

@ Rp.

32,000.00

13,600.00

0.1000

ltr

Minyak cat

@ Rp.

10,000.00

1,000.00

5.0000

org Tukang cat sungging

@ Rp.

40,000.00

200,000.00

0.5000

org Kep. Tk. Cat sungging

@ Rp.

45,000.00

22,500.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0100

org Mandor

@ Rp.

32,500.00

325.00

JUMLAH ( B )

226,825.00

14,600.00

JUMLAH A + B ( BELUM PPN )

229,374.25

16,040.00

JASA 10 %

31

1.0000 m

2

22,937.43

1,604.00

JUMLAH

252,311.68

17,644.00

DIBULATKAN

252,311.00

17,644.00

Mengecat genteng

0.3600

kg

0.0630

org Tukang cat

Cat genteng air ICI Weathershield

@ Rp.

42,000.00

@ Rp.

25,000.00

1,575.00

0.0063

org Kep. Tk. Cat

0.0200

org Pekerja

0.0025

org Mandor

@ Rp.

27,000.00

170.10

@ Rp.

20,000.00

400.00

@ Rp.

32,500.00

JUMLAH

15,120.00

81.25 2,226.35

JASA 10 %

15,120.00

222.64

1,512.00

JUMLAH

2,448.99

16,632.00

DIBULATKAN

2,448.00

16,632.00

PEKERJAAN BONGKARAN AK

1.0000 m

3

Membongkar pasangan batu kali

4.0000

org Tukang batu

@ Rp.

27,500.00

0.4000

org Pekerja

@ Rp.

20,000.00


1.0000 m

3

8,000.00 118,000.00

-

11,800.00

-

JUMLAH

129,800.00

-

DIBULATKAN

129,800.00

-

JASA 10 %

AK

110,000.00

Membongkar pasangan batu merah dan membersihkan

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

0.2000

org Tukang batu

@ Rp.

27,500.00

5,500.00

8.0000

org Pekerja

@ Rp.

20,000.00

160,000.00

0.1000

org Mandor

@ Rp.

32,500.00


3,250.00 168,750.00

-

16,875.00

-

JUMLAH

185,625.00

-

DIBULATKAN

185,625.00

-

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

AK

10.0000 m

2

Pekerjaan bongkar lantai tegel untuk dipergunakan lagi

2.0000

org Pekerja

@ Rp.

20,000.00

0.1000

org Mandor

@ Rp.

32,500.00

10.0000 m

2

43,250.00


4,325.00

JUMLAH

4,757.50

-

DIBULATKAN

4,757.00

-

Mengupas plesteran lama

org Pekerja

@ Rp.

20,000.00

25,000.00

0.1250

org Mandor

@ Rp.

32,500.00

4,062.50

2


29,062.50


2,906.25 290.63

-

DIBULATKAN

3,196.00

-

Membongkar genteng / sirap untuk dipergunakan lagi

org Pekerja

@ Rp.

20,000.00

0.1000

org Mandor

@ Rp.

32,500.00

2


4,325.00

JUMLAH

4,757.50

-

DIBULATKAN

4,757.00

-

Membongkar atap seng

@ Rp.

25,000.00

org Pekerja

@ Rp.

20,000.00

12,500.00 20,000.00


32,500.00


3,250.00

-

325.00

-

JUMLAH

3,575.00

-

DIBULATKAN

3,575.00

-

Membongkar usuk / reng dipakai lagi

0.6000

org Tukang kayu

0.0600

org Kep. Tk. Kayu

@ Rp.

32,500.00

1,950.00

2.0000

org Pekerja

@ Rp.

20,000.00

40,000.00

0.1000

org Mandor

@ Rp.

32,500.00

@ Rp.

30,000.00

18,000.00

3,250.00


63,200.00


6,320.00

JASA 10 %

2

-

org Tukang besi

10.0000 m

-

432.50

1.0000

2

3,250.00 43,250.00

0.5000

10.0000 m

40,000.00


JASA 10 %

I.9

-

3,196.88

2.0000

10.0000 m

-

JUMLAH

JASA 10 %

I.8

-

1.2500

10.0000 m

-

432.50

JASA 10 %

I.7

3,250.00


JASA 10 %

I.6

40,000.00

-

632.00

-

JUMLAH

6,952.00

-

DIBULATKAN

6,952.00

-

Membongkar usuk / reng tidak dipakai lagi

2.0000

org Pekerja

@ Rp.

20,000.00

0.1000

org Mandor

@ Rp.

32,500.00

40,000.00 3,250.00


43,250.00


4,325.00

JASA 10 %

-

432.50

-

JUMLAH

4,757.50

-

DIBULATKAN

4,757.00

-

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

L.12

3

1.0000

m

6.0000

org Tukang kayu

@ Rp.

30,000.00

180,000.00

0.6000

org Kep. Tk. Kayu

@ Rp.

32,500.00

19,500.00

4.0000

org Pekerja

@ Rp.

20,000.00

80,000.00

0.2000

org Mandor

@ Rp.

32,500.00

6,500.00

Membongkar kayu balok loteng, kuda-kuda, dlurung, jembatan untuk digunakan lagi


286,000.00

-

28,600.00

-

JUMLAH

314,600.00

-

DIBULATKAN

314,600.00

-

JASA 10 %

3

1.0000

m

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.2000

org Mandor

@ Rp.

32,500.00

6,500.00

Membongkar kayu balok loteng, kuda-kuda, dlurung, jembatan tidak digunakan lagi


26,500.00

-

2,650.00

-

JUMLAH

29,150.00

-

DIBULATKAN

29,150.00

-

JASA 10 %

L.14

1.0000

m

3

Mengerjakan kembali bangunan kayu yang telah dibongkar

12.0000

org Tukang kayu

@ Rp.

30,000.00

360,000.00

1.2000

org Kep. Tk. Kayu

4.0000

org Pekerja

@ Rp.

32,500.00

39,000.00

@ Rp.

20,000.00

0.2000

org Mandor

@ Rp.

32,500.00

80,000.00


6,500.00 485,500.00

-

48,550.00

-

JUMLAH

534,050.00

-

DIBULATKAN

534,050.00

-

ANALISA SUPLEMEN

3

1.0000

M

Pengelasan Single ( las listrik )

3.0000

kg

Kawat las

@ Rp.

6,500.00

1.0000 hari Peralatan las

@ Rp.

75,000.00

0.5000 org Tukang las

@ Rp.

27,500.00

13,750.00

0.0500 org Kepala tukang las

@ Rp.

29,000.00

1,450.00 27,500.00

1.0000 Org Pekerja

@ Rp.

27,500.00

1.0000 Org Mandor

@ Rp.

32,500.00


19,500.00 75,000.00

32,500.00 75,200.00

94,500.00

7,520.00

9,450.00

JUMLAH

82,720.00

103,950.00

DIBULATKAN

82,720.00

103,950.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

PEKERJAAN SANITASI SNI 6.1

1.0000

bh

1.0000

bh Kloset duduk / monoblock

@ Rp.

1,250,000.00

x

6%

Memasang kloset duduk/monoblock

Harga kloset (Perlengkapan)

1,250,000.00

@ Rp.

1,250,000.00

1.1000

org Tukang batu

@ Rp.

27,500.00

0.0010


@ Rp.

30,000.00

30.00

3.3000

org Pekerja

@ Rp.

20,000.00

66,000.00

0.1600

org Mandor

@ Rp.

32,500.00


75,000.00 30,250.00

5,200.00 101,480.00

JASA 10 %

1,325,000.00

10,148.00

132,500.00

JUMLAH

111,628.00

1,457,500.00

DIBULATKAN

111,628.00

1,457,500.00

SNI

1.0000

bh

1.0000

bh Kloset jongkok porselen

@ Rp.

75,000.00

75,000.00

6.2

6.0000

@ Rp.

764.00

4,584.00

0.0100


@ Rp.

76,000.00

1.5000

org Tukang batu

@ Rp.

27,500.00

41,250.00

1.5000


@ Rp.

30,000.00

45,000.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.1600

org Mandor

@ Rp.

32,500.00

Memasang kloset jongkok porselen


6.4

11,145.00

8,034.40

122,595.00

88,378.40

DIBULATKAN

122,595.00

88,378.00

1.0000

bh

1.0000

bh

Urinoir

@ Rp.

785,000.00

785,000.00

30%

x

Harga urinoir (Perlengkapan)

@ Rp.

785,000.00

235,500.00

6.0000

kg

PC

@ Rp.

764.00

4,584.00

0.0100

m

Pasir pasang

@ Rp.

76,000.00

1.0000

org Tukang batu

@ Rp.

27,500.00

27,500.00

0.1000


@ Rp.

30,000.00

3,000.00

1.0000

org Pekerja

@ Rp.

20,000.00

20,000.00

0.1000

org Mandor

@ Rp.

32,500.00

3

Memasang urinoir

760.00

3,250.00 53,750.00

1,025,844.00

5,375.00

102,584.40

JUMLAH

59,125.00

1,128,428.40

DIBULATKAN

59,125.00

1,128,428.00

JASA 10 %

6.5

80,344.00

JUMLAH


SNI

5,200.00 111,450.00

JASA 10 %

SNI

760.00

1.0000

bh

1.0000

bh Wastafel

@ Rp.

271,340.00

271,340.00

x

@ Rp.

271,340.00

32,560.80

@ Rp.

764.00

4,584.00

12% 6.0000

Memasang wastafel

Harga wastafel (Perlengkapan)

0.0100


@ Rp.

76,000.00

1.4500

org Tukang batu

@ Rp.

27,500.00

0.1500


@ Rp.

30,000.00

4,500.00

1.2000

org Pekerja

@ Rp.

20,000.00

24,000.00

0.1000

org Mandor

@ Rp.

32,500.00


760.00 39,875.00

3,250.00 71,625.00

309,244.80

7,162.50

30,924.48

JUMLAH

78,787.50

340,169.28

DIBULATKAN

78,787.00

340,169.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.7

Memasang bak mandi fiberglass volume 0,30 m

3

1.0000

bh

1.0000

bh Bak fiberglass

@ Rp.

275,000.00

x

@ Rp.

275,000.00

18%

Harga bak(Perlengkapan)

org Tukang batu

@ Rp.

27,500.00

74,250.00

0.5400


@ Rp.

30,000.00

16,200.00

1.8000

org Pekerja

@ Rp.

20,000.00

36,000.00

0.1100

org Mandor

@ Rp.

32,500.00

324,500.00

13,002.50

32,450.00

JUMLAH

143,027.50

356,950.00

DIBULATKAN

143,027.00

356,950.00

1.0000

bh

1.0000

bh

Badkip

@ Rp.

150,000.00

20%

x

Harga badkip (Perlengkapan)

@ Rp.

150,000.00

Memasang badkip porselen

@ Rp.

27,500.00

2,062.50

0.7500


@ Rp.

30,000.00

22,500.00

org Pekerja

@ Rp.

20,000.00

-

org Mandor

@ Rp.

32,500.00

8,125.00 32,687.50

JASA 10 %

3,268.75

18,000.00

35,956.25

198,000.00

DIBULATKAN

35,956.00

198,000.00

Memasang bak fiberglass volume 1 m

3

air

1.0000

bh

1.0000

bh Bak fiberglass

@ Rp.

825,000.00

825,000.00

x

@ Rp.

825,000.00

99,000.00

12%

Harga bak (Perlengkapan)

4.5000

org Tukang batu

@ Rp.

27,500.00

123,750.00

0.9000


@ Rp.

30,000.00

27,000.00

3.0000

org Pekerja

@ Rp.

20,000.00

60,000.00

0.9000

org Mandor

@ Rp.

32,500.00

29,250.00 240,000.00

JASA 10 %

1

1.0000 m

1.1000 6.14

92,400.00

JUMLAH

264,000.00

1,016,400.00

DIBULATKAN

264,000.00

1,016,400.00

Memasang pipa beton, diameter 15 cm - 20 cm

bh Pipa beton

@ Rp.

24,000.00

26,400.00

16.0000

bh

Batu bata

@ Rp.

350.00

5,600.00

3.9200

kg

PC

@ Rp.

764.00

2,994.88

0.0560

m

Pasir pasang

@ Rp.

76,000.00

4,256.00

0.0240

m

Pasir urug

@ Rp.

55,000.00

1,320.00

0.0700

org Tukang batu

@ Rp.

27,500.00

0.0070


@ Rp.

30,000.00

210.00

0.1400

org Pekerja

@ Rp.

20,000.00

2,800.00

0.0070

org Mandor

@ Rp.

32,500.00

227.50

3 3

1

1.0000 m

1.1000

1,925.00

5,162.50

JASA 10 %

6.15

924,000.00

24,000.00


SNI

180,000.00

JUMLAH


SNI

30,000.00

org Tukang batu


6.11

150,000.00

0.0750

0.2500

SNI

3,575.00 130,025.00

JASA 10 %

6.9

49,500.00

2.7000


SNI

275,000.00

40,570.88

516.25

4,057.09

JUMLAH

5,678.75

44,627.97

DIBULATKAN

5,678.00

44,627.00


bh Pipa beton

@ Rp.

25,000.00

27,500.00

330.0000

bh

Batu bata

@ Rp.

350.00

115,500.00

10.3000

kg

PC

@ Rp.

764.00

7,869.20

0.0610

m

Pasir pasang

@ Rp.

76,000.00

4,636.00

0.0690

m

Pasir urug

@ Rp.

55,000.00

3,795.00

0.1900

org Tukang batu

@ Rp.

27,500.00

0.0190


@ Rp.

30,000.00

570.00

0.3800

org Pekerja

@ Rp.

20,000.00

7,600.00

0.0190

org Mandor

@ Rp.

32,500.00

3 3


5,225.00

617.50 14,012.50

159,300.20

1,401.25

15,930.02

JUMLAH

15,413.75

175,230.22

DIBULATKAN

15,413.00

175,230.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

0.0015


@ Rp.

30,000.00

45.00

3.2000

org Pekerja

@ Rp.

20,000.00

64,000.00

0.0160

org Mandor

@ Rp.

32,500.00


520.00 92,477.50

90,256.00

9,247.75

9,025.60

JUMLAH

101,725.25

99,281.60

DIBULATKAN

101,725.00

99,281.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.17

1.0000

bh

150.0000

bh

Batu bata

@ Rp.

350.00

52,500.00

77.0000

kg

PC

@ Rp.

764.00

58,828.00

0.1300

m

Pasir pasang

@ Rp.

76,000.00

9,880.00

0.0200

m

Batu kerikil

@ Rp.

55,000.00

1,100.00

2.6000

kg Besi beton 3 m Pasir beton

@ Rp.

7,900.00

20,540.00

0.0900

@ Rp.

73,000.00

0.4730

org Tukang batu

@ Rp.

27,500.00

13,007.50

0.0470


@ Rp.

30,000.00

1,410.00

1.4200

org Pekerja

@ Rp.

20,000.00

28,400.00

0.0710

org Mandor

@ Rp.

32,500.00

3 3

Memasang bak kontrol pas. bata (45 x 45) cm, tinggi 50 cm


6.18

4,512.50

14,941.80

49,637.50

164,359.80

DIBULATKAN

49,637.00

164,359.00

1.0000

bh

Memasang bak kontrol pas. bata (60 x 60) cm, tingg 65 cm

222.0000

bh

Batu bata

@ Rp.

350.00

77,700.00

114.0000

kg

PC

@ Rp.

764.00

87,096.00

0.1840

m

Pasir pasang

@ Rp.

76,000.00

13,984.00

3 3

0.0330

m

Batu kerikil

@ Rp.

55,000.00

1,815.00

4.8500

@ Rp.

7,900.00

38,315.00

0.1200

kg Besi beton 3 m Pasir beton

@ Rp.

73,000.00

8,760.00

0.7200

org Tukang batu

@ Rp.

27,500.00

0.0720


@ Rp.

30,000.00

2,160.00

2.1600

org Pekerja

@ Rp.

20,000.00

43,200.00

0.1000

org Mandor

@ Rp.

32,500.00

3,250.00

1

1.0000 m

1.2000 35%

1

22,767.00

JUMLAH

75,251.00

250,437.00

DIBULATKAN

75,251.00

250,437.00

Memasang pipa galvanis diameter 1/2"

m

Pipa galvanis

@ Rp.

15,000.00

x

Harga pipa (Perlengkapan)

@ Rp.

15,000.00

org Tukang batu

@ Rp.

27,500.00

0.0090


@ Rp.

30,000.00

270.00

0.0540

org Pekerja

@ Rp.

20,000.00

1,080.00

0.0270

org Mandor

@ Rp.

32,500.00

1

1

2,325.00

5,172.75

25,575.00

DIBULATKAN

5,172.00

25,575.00


1.2000

m

Pipa galvanis

@ Rp.

25,000.00

35%

x


@ Rp.

25,000.00

30,000.00 8,750.00

0.0900

org Tukang batu

@ Rp.

27,500.00

2,475.00

0.0090


@ Rp.

30,000.00

270.00

0.0540

org Pekerja

@ Rp.

20,000.00

1,080.00

0.0270

org Mandor

@ Rp.

32,500.00

1

1.0000 m

1

23,250.00

JUMLAH

877.50 4,702.50

38,750.00

470.25

3,875.00

JUMLAH

5,172.75

42,625.00

DIBULATKAN

5,172.00

42,625.00

JASA 10 %

6.21

877.50 470.25


SNI

5,250.00 2,475.00

4,702.50

JASA 10 %

6.20

18,000.00

0.0900

1.0000 m

227,670.00

6,841.00


SNI

19,800.00

68,410.00

JASA 10 %

6.19

149,418.00

JUMLAH


SNI

2,307.50 45,125.00

JASA 10 %

SNI

6,570.00

Memasang pipa galvanis diameter 1"

1.2000

m

Pipa galvanis

@ Rp.

37,500.00

35%

x


@ Rp.

37,500.00

45,000.00 13,125.00

0.0900

org Tukang batu

@ Rp.

27,500.00

0.0090


@ Rp.

30,000.00

270.00

0.0540

org Pekerja

@ Rp.

20,000.00

1,080.00

0.0270

org Mandor

@ Rp.

32,500.00


2,475.00

877.50 4,702.50

58,125.00

470.25

5,812.50

5,172.75

63,937.50

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

0.0054

org Mandor JUMLAH ( BELUM PPN ) JASA 10 %

@ Rp.

32,500.00

175.50 7,825.50

77,500.00

782.55

7,750.00

JUMLAH

8,608.05

85,250.00

DIBULATKAN

8,608.00

85,250.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.25

1

1.0000 m

1

Memasang pipa PVC tipe AW diameter 1/2"

1.2000

m

Pipa PVC

@ Rp.

3,162.50

35%

x


@ Rp.

3,162.50

org Tukang batu

@ Rp.

27,500.00

1,650.00

0.0060


@ Rp.

30,000.00

180.00

0.0360

org Pekerja

@ Rp.

20,000.00

720.00

0.0018

org Mandor

@ Rp.

32,500.00

1

1.0000 m

1

4,901.88

260.85

490.19

JUMLAH

2,869.35

5,392.06

DIBULATKAN

2,869.00

5,392.00


1.2000

m

Pipa PVC

@ Rp.

4,250.00

35%

x


@ Rp.

4,250.00

@ Rp.

27,500.00

1,650.00

0.0060


@ Rp.

30,000.00

180.00

0.0360

org Pekerja

@ Rp.

20,000.00

720.00

0.0018

org Mandor

@ Rp.

32,500.00

1

1.0000 m

1

6,587.50

260.85

658.75

JUMLAH

2,869.35

7,246.25

DIBULATKAN

2,869.00

7,246.00

Memasang pipa PVC tipe AW diameter 1"

1.2000

m

Pipa PVC

@ Rp.

5,125.00

6,150.00

35%

x


@ Rp.

5,125.00

1,793.75

0.0600

org Tukang batu

@ Rp.

27,500.00

1,650.00

0.0060


@ Rp.

30,000.00

180.00

0.0360

org Pekerja

@ Rp.

20,000.00

720.00

0.0018

org Mandor

@ Rp.

32,500.00

58.50 2,608.50

JASA 10 %

1

1.0000 m

1.2000 6.28

58.50 2,608.50


SNI

1,487.50

org Tukang batu

JASA 10 %

6.27

5,100.00

0.0600


SNI

58.50 2,608.50

JASA 10 %

6.26

1,106.88

0.0600


SNI

3,795.00

35%

1

7,943.75

260.85

794.38

JUMLAH

2,869.35

8,738.13

DIBULATKAN

2,869.00

8,738.00

Memasang pipa PVC tipe AW diameter 1 1/2"

m

Pipa PVC

@ Rp.

11,250.00

x


13,500.00

@ Rp.

11,250.00

0.0600

org Tukang batu

@ Rp.

27,500.00

1,650.00

0.0060


@ Rp.

30,000.00

180.00

0.0360

org Pekerja

@ Rp.

20,000.00

720.00

0.0018

org Mandor

@ Rp.

32,500.00


3,937.50

58.50 2,608.50

17,437.50

260.85

1,743.75

JUMLAH

2,869.35

19,181.25

DIBULATKAN

2,869.00

19,181.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.29

1

1.0000 m

1


1.2000

m

Pipa PVC

@ Rp.

15,000.00

35%

x


@ Rp.

15,000.00

org Tukang batu

@ Rp.

27,500.00

2,475.00

0.0090


@ Rp.

30,000.00

270.00

0.0544

org Pekerja

@ Rp.

20,000.00

1,088.00

0.0027

org Mandor

@ Rp.

32,500.00

1

1.0000 m

1

23,250.00

392.08

2,325.00

JUMLAH

4,312.83

25,575.00

DIBULATKAN

4,312.00

25,575.00


1.2000

m

Pipa PVC

@ Rp.

20,500.00

35%

x


@ Rp.

20,500.00

@ Rp.

27,500.00

1,650.00

0.0060


@ Rp.

30,000.00

180.00

0.0360

org Pekerja

@ Rp.

20,000.00

720.00

0.0018

org Mandor

@ Rp.

32,500.00

1

1.0000 m

1

31,775.00

260.85

3,177.50

JUMLAH

2,869.35

34,952.50

DIBULATKAN

2,869.00

34,952.00


1.2000

m

Pipa PVC

@ Rp.

20,500.00

24,600.00

35%

x


@ Rp.

20,500.00

7,175.00

0.1350

org Tukang batu

@ Rp.

27,500.00

0.0135


@ Rp.

30,000.00

405.00

0.0810

org Pekerja

@ Rp.

20,000.00

1,620.00

0.0410

org Mandor

@ Rp.

32,500.00

1,332.50

1

1.0000 m

1.2000 35%

1

3,712.50

7,070.00

JASA 10 %

6.32

58.50 2,608.50


SNI

7,175.00

org Tukang batu

JASA 10 %

6.31

24,600.00

0.0600


SNI

87.75 3,920.75

JASA 10 %

6.30

5,250.00

0.0900


SNI

18,000.00

31,775.00

707.00

3,177.50

JUMLAH

7,777.00

34,952.50

DIBULATKAN

7,777.00

34,952.00


m

Pipa PVC

@ Rp.

33,750.00

x


40,500.00

@ Rp.

33,750.00

0.1350

org Tukang batu

@ Rp.

27,500.00

0.0135


@ Rp.

30,000.00

405.00

0.0810

org Pekerja

@ Rp.

20,000.00

1,620.00

0.0410

org Mandor

@ Rp.

32,500.00


11,812.50 3,712.50

1,332.50 7,070.00

52,312.50

707.00

5,231.25

JUMLAH

7,777.00

57,543.75

DIBULATKAN

7,777.00

57,543.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI

1.0000

1.0000

bh Bak cuci stainless steel

@ Rp.

500,000.00

6.33

1.0000

set Water drain + asesories

@ Rp.

75,000.00

0.3000

org Tukang batu

@ Rp.

27,500.00

8,250.00

0.0300


@ Rp.

30,000.00

900.00

0.0300

org Pekerja

@ Rp.

20,000.00

600.00

0.0015

org Mandor

@ Rp.

32,500.00

bh

Memasang bak cuci piring stainless steel


6.35

575,000.00 57,500.00

JUMLAH

10,778.63

632,500.00

DIBULATKAN

10,778.00

632,500.00

1.0000

bh

1.0000

bh

Memasang kran diameter 3/4" atau 1/2"

Kran air

@ Rp.

25,000.00

0.0250

bh

Seal tape

@ Rp.

2,500.00

0.1000

org Tukang batu

@ Rp.

27,500.00

2,750.00

0.0100


@ Rp.

30,000.00

300.00

0.0100

org Pekerja

@ Rp.

20,000.00

200.00

0.0050

org Mandor

@ Rp.

32,500.00

25,000.00 62.50

162.50 3,412.50

JASA 10 %

6.35

48.75 979.88


SNI

75,000.00

9,798.75

JASA 10 %

SNI

500,000.00

25,062.50

341.25

2,506.25

JUMLAH

3,753.75

27,568.75

DIBULATKAN

3,753.00

27,568.00

1.0000

bh

1.0000

bh Floor drain

Memasang floor drain

@ Rp.

55,000.00

0.1000

org Tukang batu

@ Rp.

27,500.00

2,750.00

0.0100


@ Rp.

30,000.00

300.00

0.0100

org Pekerja

@ Rp.

20,000.00

200.00

0.0050

org Mandor

@ Rp.

32,500.00


55,000.00

162.50 3,412.50

JASA 10 %

55,000.00

341.25

5,500.00

JUMLAH

3,753.75

60,500.00

DIBULATKAN

3,753.00

60,500.00

PEKERJAAN BESI DAN ALUMUNIUM 3

1.0000

M


3.0000

kg

Kawat las

1.0000 hari Peralatan las

@ Rp.

6,500.00

19,500.00

@ Rp.

75,000.00

75,000.00

0.5000 org Tukang las

@ Rp.

27,500.00

0.0500 org Kepala tukang las

@ Rp.

29,000.00

1,450.00

1.0000 Org Pekerja

@ Rp.

27,500.00

27,500.00

1.0000 Org Mandor

@ Rp.

32,500.00

32,500.00


75,200.00

JASA 10 %

SNI 6.1

13,750.00

94,500.00

7,520.00

9,450.00

JUMLAH

82,720.00

103,950.00

DIBULATKAN

82,720.00

103,950.00

1.0000

kg

Pasang rangka atap baja

1.1000

kg

Baja profil IWF

@ Rp.

8,800.00

9,680.00

0.0800

kg Meni besi

@ Rp.

22,500.00

0.0060

org Tukang besi

@ Rp.

25,000.00

0.0060


@ Rp.

27,000.00

162.00

0.0600

org Pekerja

@ Rp.

20,000.00

1,200.00

0.0003

org Mandor

@ Rp.

32,500.00


1,800.00 150.00

9.75 1,521.75

11,480.00

152.18

1,148.00

JUMLAH

1,673.93

12,628.00

DIBULATKAN

1,673.00

12,628.00

JASA 10 %

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.2

2

1.0000 m

2

Pasang pintu besi baja

1.0000

m

@ Rp.

750,000.00

0.6500

org Tukang besi konstruksi

@ Rp.

25,000.00

0.0650


@ Rp.

27,000.00

1,755.00

0.6500

org Pekerja

@ Rp.

20,000.00

13,000.00

0.0320

org Mandor

@ Rp.

32,500.00

Pintu besi baja


6.5

2

1.0000 m

2

75,000.00

JUMLAH

35,249.50

825,000.00

DIBULATKAN

35,249.00

825,000.00

Pasang pintu gulung besi

1.0000

m

Pintu gulung besi

@ Rp.

250,000.00

1.2000


@ Rp.

25,000.00

0.1200


@ Rp.

27,000.00

3,240.00

1.2000

org Pekerja

@ Rp.

20,000.00

24,000.00

0.0060

org Mandor

@ Rp.

32,500.00

6.6

2

2

250,000.00 30,000.00

195.00 57,435.00

JASA 10 %

1.0000 m

750,000.00

3,204.50


SNI

1,040.00 32,045.00

JASA 10 %

SNI

750,000.00 16,250.00

250,000.00

5,743.50

25,000.00

JUMLAH

63,178.50

275,000.00

DIBULATKAN

63,178.00

275,000.00

Pasang pintu lipat

1.0000

m

@ Rp.

500,000.00

1.0500


@ Rp.

25,000.00

0.1050


@ Rp.

27,000.00

2,835.00

1.0500

org Pekerja

@ Rp.

20,000.00

21,000.00

0.0052

org Mandor

@ Rp.

32,500.00

Pintu lipat


500,000.00 26,250.00

169.00 50,254.00

500,000.00

5,025.40

50,000.00

JUMLAH

55,279.40

550,000.00

DIBULATKAN

55,279.00

550,000.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.8

2

1.0000 m

2

Pasang Rolling door

1.0000

m

@ Rp.

200,000.00

1.5000


@ Rp.

25,000.00

0.1050


@ Rp.

27,000.00

2,835.00

1.0500

org Pekerja

@ Rp.

20,000.00

21,000.00

0.0052

org Mandor

@ Rp.

32,500.00

Roll door


6.9

2

1.0000 m

2

20,000.00

JUMLAH

67,654.40

220,000.00

DIBULATKAN

67,654.00

220,000.00

Pasang pintu alumunium

1.0000

m

Pintu alumunium

@ Rp.

400,000.00

1.0500


@ Rp.

25,000.00

0.1050


@ Rp.

27,000.00

2,835.00

1.0500

org Pekerja

@ Rp.

20,000.00

21,000.00

0.0052

org Mandor

@ Rp.

32,500.00

11.5000 6.12

2

1

m

40,000.00

55,279.40

440,000.00

DIBULATKAN

55,279.00

440,000.00

Pasang teralis besi

@ Rp.

8,800.00

1.2000

org Tukang las

@ Rp.

27,500.00

0.0120

org Kepala tukang las

@ Rp.

29,000.00

348.00

1.2000

org Pekerja

@ Rp.

20,000.00

24,000.00

0.0006

org Mandor

@ Rp.

32,500.00

2

1.0000 m

2

400,000.00

JUMLAH

Baja strip 2 x 3

101,200.00 33,000.00

19.50 57,367.50

JASA 10 %

6.13

169.00 5,025.40


SNI

400,000.00 26,250.00

50,254.00

JASA 10 %

1.0000 m

200,000.00

6,150.40


SNI

169.00 61,504.00

JASA 10 %

SNI

200,000.00 37,500.00

101,200.00

5,736.75

10,120.00

JUMLAH

63,104.25

111,320.00

DIBULATKAN

63,104.00

111,320.00

Pasang kawat harmonika

1.1000

m

Kawat harmonika

@ Rp.

25,000.00

0.0200

kg


@ Rp.

10,000.00

200.00

0.0018

m

Kayu kamper papan

@ Rp.

5,500,000.00

9,900.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0005

org Mandor

@ Rp.

32,500.00

3


27,500.00

3,000.00

16.25 5,341.25

37,600.00

534.13

3,760.00

JUMLAH

5,875.38

41,360.00

DIBULATKAN

5,875.00

41,360.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

SNI 6.14

1.0000 m

2

2

1.1000

m

0.0200

kg

0.0018

m

0.1000

Pasang kawat nyamuk

Kawat nyamuk

@ Rp.

8,250.00


@ Rp.

10,000.00

200.00

Kayu kamper papan

@ Rp.

5,500,000.00

9,900.00

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0005

org Mandor

@ Rp.

32,500.00

3


6.15

19,175.00

534.13

1,917.50

5,875.38

21,092.50

DIBULATKAN

5,875.00

21,092.00

1.0000 m

2

1.1000

m

2

@ Rp.

10,000.00

11,000.00

0.0200

@ Rp.

10,000.00

200.00

0.0018

kg Paku biasa 1/2" - 1" 3 m Kayu kamper papan

@ Rp.

5,500,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

0.0100


@ Rp.

32,500.00

325.00

0.1000

org Pekerja

@ Rp.

20,000.00

2,000.00

0.0005

org Mandor

@ Rp.

32,500.00

Pasang kawat kassa

Kawat kassa

1.0000 m

2

2

9,900.00 3,000.00

16.25 5,341.25

21,100.00

534.13

2,110.00

JUMLAH

5,875.38

23,210.00

DIBULATKAN

5,875.00

23,210.00

JASA 10 %

6.17

16.25

JUMLAH


SNI

3,000.00

5,341.25

JASA 10 %

SNI

9,075.00

Pasang jendela nako & tralis

1.1000

m

0.0200

kg Paku skrup

0.0250

m

0.2000

@ Rp.

20,000.00

22,000.00

@ Rp.

10,000.00

200.00

@ Rp.

7,500.00

org Tukang kayu

@ Rp.

30,000.00

0.0200


@ Rp.

32,500.00

650.00

0.2000

org Pekerja

@ Rp.

20,000.00

4,000.00

0.0010

org Mandor

@ Rp.

32,500.00

32.50

2

Jendela nako Besi strip


187.50 6,000.00

10,682.50

JASA 10 %

22,387.50

1,068.25

2,238.75

JUMLAH

11,750.75

24,626.25

DIBULATKAN

11,750.00

24,626.00

PEKERJAAN KUNCI DAN KACA 6.1

1.0000

bh

1.0000

bh Kunci tanam antik

Pasang kunci tanam antik

0.6000

org Tukang kayu

@ Rp.

30,000.00

18,000.00

0.0600


@ Rp.

32,500.00

1,950.00

0.0600

org Pekerja

@ Rp.

20,000.00

1,200.00

0.0030

org Mandor

@ Rp.

32,500.00

97.50


@ Rp.

250,000.00

250,000.00

21,247.50

250,000.00

2,124.75

25,000.00

JUMLAH

23,372.25

275,000.00

DIBULATKAN

23,372.00

275,000.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

6.2

1.0000

bh

Pasang kunci tanam biasa

1.0000

bh Kunci tanam biasa

@ Rp.

125,000.00

0.5000

org Tukang kayu

@ Rp.

30,000.00

15,000.00

0.0100


@ Rp.

32,500.00

325.00

0.0100

org Pekerja

@ Rp.

20,000.00

200.00

0.0050

org Mandor

@ Rp.

32,500.00


1.0000

bh

12,500.00

JUMLAH

17,256.25

137,500.00

DIBULATKAN

17,256.00

137,500.00

Pasang kunci tanam kamar mandi

1.0000

bh Kunci tanam kamar mandi

@ Rp.

50,000.00

0.5000

org Tukang kayu

@ Rp.

30,000.00

15,000.00

0.0050


@ Rp.

32,500.00

162.50

0.0050

org Pekerja

@ Rp.

20,000.00

100.00

0.0025

org Mandor

@ Rp.

32,500.00

bh

5,000.00

16,878.13

55,000.00

DIBULATKAN

16,878.00

55,000.00

Pasang kunci tanam silinder

1.0000

bh Kunci silinder

@ Rp.

75,000.00

0.5000

org Tukang kayu

@ Rp.

30,000.00

15,000.00

0.0050


@ Rp.

32,500.00

162.50

0.0050

org Pekerja

@ Rp.

20,000.00

100.00

0.0003

org Mandor

@ Rp.

32,500.00

1.0000

bh

8.13 15,270.63

7,500.00

JUMLAH

16,797.69

82,500.00

DIBULATKAN

16,797.00

82,500.00

Pasang engsel pintu

bh Engsel pintu

@ Rp.

11,000.00

0.1500

org Tukang kayu

@ Rp.

30,000.00

4,500.00

0.0150


@ Rp.

32,500.00

487.50

0.0150

org Pekerja

@ Rp.

20,000.00

300.00

0.0008

org Mandor

@ Rp.

32,500.00

11,000.00

24.38 5,311.88

JASA 10 %

bh

1,100.00

JUMLAH

5,843.06

12,100.00

DIBULATKAN

5,843.00

12,100.00

Pasang engsel jendela kupu-kupu

bh Engsel jendela

@ Rp.

7,500.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

3,000.00

0.0100


@ Rp.

32,500.00

325.00

0.0100

org Pekerja

@ Rp.

20,000.00

200.00

0.0050

org Mandor

@ Rp.

32,500.00


7,500.00

162.50 3,687.50

JASA 10 %

bh

11,000.00

531.19

1.0000

1.0000

75,000.00

1,527.06


6.7

75,000.00

1.0000

1.0000

50,000.00

JUMLAH

JASA 10 %

6.6

81.25 1,534.38


6.5

50,000.00

15,343.75

JASA 10 %

1.0000

125,000.00

1,568.75


6.4

162.50 15,687.50

JASA 10 %

6.3

125,000.00

7,500.00

368.75

750.00

JUMLAH

4,056.25

8,250.00

DIBULATKAN

4,056.00

8,250.00

Pasang engsel angin

1.0000

bh Engsel angin

@ Rp.

3,000.00

0.2000

org Tukang kayu

@ Rp.

30,000.00

6,000.00

0.0200


@ Rp.

32,500.00

650.00

0.0200

org Pekerja

@ Rp.

20,000.00

400.00

0.0100

org Mandor

@ Rp.

32,500.00


3,000.00

325.00 7,375.00

3,000.00

737.50

300.00

JUMLAH

8,112.50

3,300.00

DIBULATKAN

8,112.00

3,300.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

6.8

1.0000

bh

Pasang spring knip

1.0000

bh Spring knip

@ Rp.

7,500.00

0.1500

org Tukang kayu

@ Rp.

30,000.00

4,500.00

0.0150


@ Rp.

32,500.00

487.50

0.0150

org Pekerja

@ Rp.

20,000.00

300.00

0.0008

org Mandor

@ Rp.

32,500.00


1.0000

750.00

JUMLAH

5,843.06

8,250.00

DIBULATKAN

5,843.00

8,250.00

bh

Pasang kait angin

1.0000

bh

Kait angin

@ Rp.

3,000.00

0.1500

org Tukang kayu

@ Rp.

30,000.00

4,500.00

0.0150


@ Rp.

32,500.00

487.50

0.0150

org Pekerja

@ Rp.

20,000.00

300.00

0.0008

org Mandor

@ Rp.

32,500.00

bh

300.00

5,843.06

3,300.00

DIBULATKAN

5,843.00

3,300.00

Pasang door closer

1.0000

bh Door closer

@ Rp.

150,000.00

0.5000

org Tukang kayu

@ Rp.

30,000.00

15,000.00

0.0500


@ Rp.

32,500.00

1,625.00

0.0500

org Pekerja

@ Rp.

20,000.00

1,000.00

0.0025

org Mandor

@ Rp.

32,500.00

1.0000

bh

81.25 17,706.25

15,000.00

JUMLAH

19,476.88

165,000.00

DIBULATKAN

19,476.00

165,000.00

Pasang kunci selot

bh Kunci selot

@ Rp.

50,000.00

0.2000

org Tukang kayu

@ Rp.

30,000.00

6,000.00

0.0200


@ Rp.

32,500.00

650.00

0.0200

org Pekerja

@ Rp.

20,000.00

400.00

0.0010

org Mandor

@ Rp.

32,500.00

50,000.00

32.50 7,082.50

JASA 10 %

bh

5,000.00

JUMLAH

7,790.75

55,000.00

DIBULATKAN

7,790.00

55,000.00

Pasang pegangan pintu / door holder

bh Door holder

@ Rp.

15,000.00

0.5000

org Tukang kayu

@ Rp.

30,000.00

15,000.00

0.0500


@ Rp.

32,500.00

1,625.00

0.0500

org Pekerja

@ Rp.

20,000.00

1,000.00

0.0025

org Mandor

@ Rp.

32,500.00


15,000.00

81.25 17,706.25

JASA 10 %

bh

50,000.00

708.25

1.0000

1.0000

150,000.00

1,770.63


6.13

150,000.00

1.0000

1.0000

3,000.00

JUMLAH

JASA 10 %

6.12

24.38 531.19


6.11

3,000.00

5,311.88

JASA 10 %

1.0000

7,500.00

531.19


6.10

24.38 5,311.88

JASA 10 %

6.9

7,500.00

15,000.00

1,770.63

1,500.00

JUMLAH

19,476.88

16,500.00

DIBULATKAN

19,476.00

16,500.00

Pasang door stop

1.0000

bh Door stop

@ Rp.

15,000.00

0.1000

org Tukang kayu

@ Rp.

30,000.00

3,000.00

0.0100


@ Rp.

32,500.00

325.00

0.0100

org Pekerja

@ Rp.

20,000.00

200.00

0.0005

org Mandor

@ Rp.

32,500.00


15,000.00

16.25 3,541.25

15,000.00

354.13

1,500.00

JUMLAH

3,895.38

16,500.00

DIBULATKAN

3,895.00

16,500.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

6.14

1.0000

bh

Pasang rel pintu dorong

1.0000

bh Rel pintu dorong

@ Rp.

200,000.00

0.6000

org Tukang kayu

@ Rp.

30,000.00

18,000.00

0.0600


@ Rp.

32,500.00

1,950.00

0.0600

org Pekerja

@ Rp.

20,000.00

1,200.00

0.0030

org Mandor

@ Rp.

32,500.00


20,000.00

JUMLAH

23,372.25

220,000.00

DIBULATKAN

23,372.00

220,000.00

1.0000

bh

1.0000

bh Kunci lemari

Pasang kunci lemari

0.2500

org Tukang kayu

@ Rp.

30,000.00

7,500.00

0.0250


@ Rp.

32,500.00

812.50

0.0250

org Pekerja

@ Rp.

20,000.00

500.00

0.0013

org Mandor

@ Rp.

32,500.00

@ Rp.

12,000.00

12,000.00 1,200.00

JUMLAH

9,738.44

13,200.00

DIBULATKAN

9,738.00

13,200.00

1.0000 m

2

1.1000

m

2

0.1500

org Tukang kayu

@ Rp.

30,000.00

4,500.00

0.0150


@ Rp.

32,500.00

487.50

0.0150

org Pekerja

@ Rp.

20,000.00

300.00

0.0008

org Mandor

@ Rp.

32,500.00

Pasang kaca, tebal 3 mm

Kaca polos

@ Rp.

49,500.00

54,450.00

24.38 5,311.88

JASA 10 %

54,450.00

531.19

5,445.00

JUMLAH

5,843.06

59,895.00

DIBULATKAN

5,843.00

59,895.00

1.0000 m

2

1.1000

m

2

0.1500

org Tukang kayu

@ Rp.

30,000.00

4,500.00

0.0150


@ Rp.

32,500.00

487.50

0.0150

org Pekerja

@ Rp.

20,000.00

300.00

0.0008

org Mandor

@ Rp.

32,500.00


Kaca polos

@ Rp.

60,500.00


66,550.00

24.38 5,311.88

JASA 10 %

66,550.00

531.19

6,655.00

JUMLAH

5,843.06

73,205.00

DIBULATKAN

5,843.00

73,205.00

1.0000 m

2

1.1000

m

2

0.1500

org Tukang kayu

@ Rp.

30,000.00

4,500.00

0.0150


@ Rp.

32,500.00

487.50

0.0150

org Pekerja

@ Rp.

20,000.00

300.00

0.0008

org Mandor

@ Rp.

32,500.00

Pasang kaca cermin, tebal 5 mm

Kaca cermin

@ Rp.

120,000.00


132,000.00

24.38 5,311.88

JASA 10 %

6.24

40.63 885.31


6.20

12,000.00

8,853.13

JASA 10 %

6.17

200,000.00

2,124.75


6.16

97.50 21,247.50

JASA 10 %

6.15

200,000.00

132,000.00

531.19

13,200.00

JUMLAH

5,843.06

145,200.00

DIBULATKAN

5,843.00

145,200.00

1.0000 m

2

1.1000

m

2

0.1500

org Tukang kayu

@ Rp.

30,000.00

4,500.00

0.0150


@ Rp.

32,500.00

487.50

0.0150

org Pekerja

@ Rp.

20,000.00

300.00

0.0008

org Mandor

@ Rp.

32,500.00

Pasang kaca patri, tebal 5 mm

Kaca patri


@ Rp.

300,000.00

330,000.00

24.38 5,311.88

330,000.00

531.19

33,000.00

JUMLAH

5,843.06

363,000.00

DIBULATKAN

5,843.00

363,000.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

6.17

1

1.0000 m

1

Pasang kusen alumunium

1.1000

m

Kusen alumunium

@ Rp.

55,000.00

15%

x

Harga kusen (Perlengkapan)

@ Rp.

55,000.00

60,500.00 8,250.00

0.1500

oh Tukang alumunium

@ Rp.

25,000.00

3,750.00

0.0150

oh Kepala tukang

@ Rp.

27,000.00

405.00

0.0150

oh

Pekerja

@ Rp.

20,000.00

300.00

0.0008

oh Mandor

@ Rp.

32,500.00


24.38 4,479.38

68,750.00

447.94

6,875.00

JUMLAH

4,927.31

68,750.00

DIBULATKAN

4,927.00

68,750.00

JASA 10 %

Jumlah (5)

493,000.00 49,300.00 542,300.00 542,300.00

5,423.00

37,529.50 3,752.95 41,282.45 41,282.00

3,625.00 362.50 3,987.50 3,987.00

295,865.28 29,586.53 325,451.80 325,451.00

51,409.50 5,140.95 56,550.45

Jumlah (5)

599,822.50 59,982.25 659,804.75 659,804.00

108,012.85 10,801.29 118,814.14 118,814.00

9,300.00 930.00 10,230.00 10,230.00

12,229.50 1,222.95 13,452.45 13,452.00

17,088.75 1,708.88 18,797.63

Jumlah (5)

14,515.00 1,451.50 15,966.50 15,966.00

29,062.50 2,906.25 31,968.75 31,968.00

19,157.50 1,915.75 21,073.25 21,073.00

115,988.75 11,598.88 127,587.63 127,587.00

6,925.00 692.50 7,617.50 7,617.00

11,945.00 1,194.50 13,139.50 13,139.00

5,325.00 532.50 5,857.50 5,857.00

4,457.50 445.75 4,903.25 4,903.00

Jumlah (5)

5,325.00 532.50 5,857.50 5,857.00

72,325.00 7,232.50 79,557.50 79,557.00

48,325.00 4,832.50 53,157.50 53,157.00

85,012.50 8,501.25 93,513.75 93,513.00

93,487.50 9,348.75 102,836.25 102,836.00

17,212.50 1,721.25 18,933.75 18,933.00

Jumlah (5)

141,262.50 14,126.25 155,388.75 155,388.00

215,004.00 21,500.40 236,504.40 236,504.00

265,272.88 26,527.29 291,800.17 291,800.00

233,391.00 23,339.10 256,730.10 256,730.00

302,789.50 30,278.95

Jumlah (5)

42,763.00 4,276.30 47,039.30 47,039.00

46,491.50 4,649.15 51,140.65 51,140.00

85,799.87 8,579.99 94,379.86 94,379.00

96,730.80 9,673.08 106,403.88 106,403.00

45,202.50 4,520.25

Jumlah (5)

58,452.50 5,845.25 64,297.75 64,297.00

413,755.50 41,375.55 455,131.05 455,131.00

316,162.50 31,616.25 347,778.75 347,778.00

344,567.50 34,456.75 379,024.25 379,024.00

Jumlah (5)

486,735.00 48,673.50 535,408.50 535,408.00

555,254.50 55,525.45 610,779.95 610,779.00

559,543.00 55,954.30 615,497.30 615,497.00

580,706.50 58,070.65 638,777.15 638,777.00

8,779.65 877.97 9,657.62 9,657.00

Jumlah (5)

8,884.65 888.47 9,773.12 9,773.00

76,676.00 7,667.60 84,343.60 84,343.00

83,906.00 8,390.60 92,296.60 92,296.00

80,000.00 8,000.00 88,000.00 88,000.00

1,124,812.50 112,481.25 1,237,293.75 1,237,293.00

Jumlah (5)

804,275.00 80,427.50 884,702.50 884,702.00

455,131.05 965,761.50 843,436.00 88,000.00 2,352,328.55 2,352,328.00

455,131.05 1,207,201.88 843,436.00 88,000.00 2,593,768.93 2,593,768.00

455,131.05 1,448,642.25 843,436.00 88,000.00 2,835,209.30 2,835,209.00

455,131.05 1,690,082.63 843,436.00 88,000.00 3,076,649.68 3,076,649.00

455,131.05 1,931,523.00 843,436.00 88,000.00 3,318,090.05 3,318,090.00

455,131.05 965,761.50

Jumlah (5)

455,131.05 1,207,201.88 843,436.00 1,237,293.75 88,000.00 3,831,062.68 3,831,062.00

455,131.05 1,448,642.25 843,436.00 1,237,293.75 88,000.00 4,072,503.05 4,072,503.00

455,131.05 1,690,082.63 843,436.00 1,237,293.75 88,000.00 4,313,943.43 4,313,943.00

455,131.05 1,931,523.00 843,436.00 1,237,293.75 88,000.00 4,555,383.80 4,555,383.00

455,131.05 965,761.50 843,436.00 884,702.50 88,000.00 3,237,031.05 3,237,031.00

455,131.05 1,207,201.88 843,436.00 884,702.50 88,000.00 3,478,471.43 3,478,471.00

Jumlah (5)

455,131.05 1,448,642.25 843,436.00 884,702.50 88,000.00 3,719,911.80 3,719,911.00

455,131.05 1,690,082.63 843,436.00 884,702.50 88,000.00 3,961,352.18 3,961,352.00

455,131.05 1,931,523.00 843,436.00 884,702.50 88,000.00 4,202,792.55 4,202,792.00

21,312.80 2,131.28 23,444.08 23,444.00

Jumlah (5)

11,804.76 1,180.48 12,985.24 12,985.00

14,392.80 1,439.28 15,832.08 15,832.00

18,719.98 1,872.00 20,591.98 20,591.00

3,924.00 392.40 4,316.40 4,316.00

9,911.48 991.15 10,902.63 10,902.00

Jumlah (5)

12,717.98 1,271.80 13,989.78 13,989.00

5,194.25 519.43 5,713.68 5,713.00

99,287.00 9,928.70 109,215.70 109,215.00

50,793.50 5,079.35 55,872.85 55,872.00

Jumlah (5)

42,793.50 4,279.35 47,072.85 47,072.00

66,728.27 6,672.83 73,401.10 73,401.00

67,744.87 6,774.49 74,519.36 74,519.00

55,244.87 5,524.49 60,769.36 60,769.00

Jumlah (5)

57,244.87 5,724.49 62,969.36 62,969.00

57,744.87 5,774.49 63,519.36 63,519.00

13,157.30 1,315.73 14,473.03 14,473.00

Jumlah (5)

10,166.30 1,016.63 11,182.93 11,182.00

38,250.11 3,825.01 42,075.12 42,075.00

29,590.11 2,959.01 32,549.12 32,549.00

74,686.95 7,468.70 82,155.65 82,155.00

Jumlah (5)

59,437.50 5,943.75 65,381.25 65,381.00

67,887.50 6,788.75 74,676.25 74,676.00

59,287.50 5,928.75 65,216.25 65,216.00

67,887.50 6,788.75 74,676.25 74,676.00

Jumlah (5)

64,687.50 6,468.75 71,156.25 71,156.00

73,187.50 7,318.75 80,506.25 80,506.00

64,687.50 6,468.75 71,156.25 71,156.00

73,187.50 7,318.75 80,506.25 80,506.00

62,587.50 6,258.75 68,846.25 68,846.00

Jumlah (5)

62,587.50 6,258.75 68,846.25 68,846.00

40,812.50 4,081.25 44,893.75 44,893.00

5,829,400.00 582,940.00 6,412,340.00 6,412,340.00

5,389,400.00 538,940.00 5,928,340.00 5,928,340.00

6,929,400.00 692,940.00 7,622,340.00 7,622,340.00

Jumlah (5)

604,400.00 60,440.00 664,840.00 664,840.00

6,816,900.00 681,690.00 7,498,590.00 7,498,590.00

491,900.00 49,190.00 541,090.00 541,090.00

7,406.25 740.63 8,146.88 8,146.00

221,406.25 22,140.63 243,546.88 243,546.00

Jumlah (5)

178,656.25 17,865.63 196,521.88 196,521.00

111,681.25 11,168.13 122,849.38 122,849.00

68,931.25 6,893.13 75,824.38 75,824.00

Jumlah (5)

257,406.25 25,740.63 283,146.88 283,146.00

90,081.25 9,008.13 99,089.38 99,089.00

79,281.25 7,928.13 87,209.38 87,209.00

22,794,750.00 2,279,475.00 25,074,225.00 25,074,225.00

9,594,750.00 959,475.00 10,554,225.00 10,554,225.00

Jumlah (5)

6,434,750.00 643,475.00 7,078,225.00 7,078,225.00

5,954,750.00 595,475.00 6,550,225.00 6,550,225.00

7,634,750.00 763,475.00 8,398,225.00 8,398,225.00

583,715.00 58,371.50 642,086.50 642,086.00

313,235.00 31,323.50 344,558.50 344,558.00

Jumlah (5)

260,315.00 26,031.50 286,346.50 286,346.00

245,615.00 24,561.50 270,176.50 270,176.00

270,115.00 27,011.50 297,126.50 297,126.00

853,800.00 85,380.00 939,180.00 939,180.00

370,800.00 37,080.00 407,880.00 407,880.00

Jumlah (5)

276,300.00 27,630.00 303,930.00 303,930.00

250,050.00 25,005.00 275,055.00 275,055.00

293,800.00 29,380.00 323,180.00 323,180.00

984,750.00 98,475.00 1,083,225.00 1,083,225.00

432,750.00 43,275.00 476,025.00 476,025.00

324,750.00 32,475.00 357,225.00 357,225.00

Jumlah (5)

294,750.00 29,475.00 324,225.00 324,225.00

344,750.00 34,475.00 379,225.00 379,225.00

1,537,500.00 153,750.00 1,691,250.00 1,691,250.00

654,300.00 65,430.00 719,730.00 719,730.00

473,375.00 47,337.50 520,712.50 520,712.00

425,375.00 42,537.50 467,912.50 467,912.00

Jumlah (5)

505,375.00 50,537.50 555,912.50 555,912.00

12,356.25 1,235.63 13,591.88 13,591.00

69,356.25 6,935.63 76,291.88 76,291.00

64,556.25 6,455.63 71,011.88 71,011.00

81,356.25 8,135.63 89,491.88 89,491.00

Jumlah (5)

70,163.75 7,016.38 77,180.13 77,180.00

88,363.75 8,836.38 97,200.13 97,200.00

14,091.25 1,409.13 15,500.38 15,500.00

19,391.25 1,939.13 21,330.38 21,330.00

83,132.50 8,313.25 91,445.75 91,445.00

Jumlah (5)

78,332.50 7,833.25 86,165.75 86,165.00

95,132.50 9,513.25 104,645.75 104,645.00

31,547.50 3,154.75 34,702.25 34,702.00

88,547.50 8,854.75 97,402.25 97,402.00

Jumlah (5)

100,547.50 10,054.75 110,602.25 110,602.00

99,297.50 9,929.75 109,227.25 109,227.00

94,097.50 9,409.75 103,507.25 103,507.00

112,297.50 11,229.75 123,527.25 123,527.00

Jumlah (5)

82,337.50 8,233.75 90,571.25 90,571.00

Jumlah (5)

100,809.50 10,080.95 110,890.45 110,890.00

95,609.50 9,560.95 105,170.45 105,170.00

113,809.50 11,380.95 125,190.45 125,190.00

83,849.50 8,384.95 92,234.45

Jumlah (5)

283,293.75 28,329.38 311,623.13 311,623.00

11,606.50 1,160.65 12,767.15 12,767.00

16,889.00 1,688.90 18,577.90 18,577.00

25,556.25 2,555.63 28,111.88 28,111.00

8,910.00 891.00 9,801.00 9,801.00

Jumlah (5)

111,567.50 11,156.75 122,724.25 122,724.00

195,167.50 19,516.75 214,684.25 214,684.00

45,327.50 4,532.75 49,860.25 49,860.00

32,367.50 3,236.75 35,604.25 35,604.00

53,267.50 5,326.75 58,594.25 58,594.00

Jumlah (5)

46,817.50 4,681.75 51,499.25 51,499.00

34,767.50 3,476.75 38,244.25 38,244.00

57,567.50 5,756.75 63,324.25 63,324.00

203,975.00 20,397.50 224,372.50 224,372.00

193,975.00 19,397.50 213,372.50 213,372.00

Jumlah (5)

25,425.50 2,542.55 27,968.05 27,968.00

22,425.50 2,242.55 24,668.05 24,668.00

27,425.50 2,742.55 30,168.05 30,168.00

99,523.13 9,952.31 109,475.44 109,475.00

92,323.13 9,232.31 101,555.44 101,555.00

Jumlah (5)

104,323.13 10,432.31 114,755.44 114,755.00

149,023.13 14,902.31 163,925.44 163,925.00

134,773.13 13,477.31 148,250.44 148,250.00

158,523.13 15,852.31 174,375.44 174,375.00

442,450.00 44,245.00

Jumlah (5)

143,753.13 14,375.31 158,128.44 158,128.00

158,485.00 15,848.50 174,333.50 174,333.00

203,610.00 20,361.00 223,971.00 223,971.00

19,936.00 1,993.60 21,929.60 21,929.00

Jumlah (5)

7,375.00 737.50 8,112.50 8,112.00

22,375.00 2,237.50 24,612.50 24,612.00

24,537.50 2,453.75 26,991.25 26,991.00

32,125.00 3,212.50 35,337.50 35,337.00

34,287.50 3,428.75 37,716.25 37,716.00

Jumlah (5)

47,155.00 4,715.50 51,870.50 51,870.00

49,317.50 4,931.75 54,249.25 54,249.00

26,421.54 2,642.15 29,063.69 29,063.00

30,471.54 3,047.15 33,518.69 33,518.00

Jumlah (5)

35,211.54 3,521.15 38,732.69 38,732.00

38,172.00 3,817.20 41,989.20 41,989.00

36,675.00 3,667.50 40,342.50 40,342.00

40,444.50 4,044.45 44,488.95 44,488.00

31,449.50 3,144.95 34,594.45 34,594.00

Jumlah (5)

33,227.00 3,322.70 36,549.70 36,549.00

35,712.00 3,571.20 39,283.20 39,283.00

35,147.00 3,514.70 38,661.70 38,661.00

48,134.10 4,813.41 52,947.51 52,947.00

47,908.90 4,790.89 52,699.79 52,699.00

Jumlah (5)

45,087.20 4,508.72 49,595.92 49,595.00

44,970.30 4,497.03 49,467.33 49,467.00

80,082.50 8,008.25 88,090.75 88,090.00

71,382.50 7,138.25 78,520.75 78,520.00

69,932.50 6,993.25 76,925.75 76,925.00

Jumlah (5)

108,665.50 10,866.55 119,532.05 119,532.00

73,357.50 7,335.75 80,693.25 80,693.00

31,172.50 3,117.25 34,289.75 34,289.00

332,581.25 33,258.13 365,839.38 365,839.00

Jumlah (5)

3,831.25 383.13 4,214.38 4,214.00

16,238.75 1,623.88 17,862.63 17,862.00

21,853.25 2,185.33 24,038.58 24,038.00

Jumlah (5)

25,054.25 2,505.43 27,559.68 27,559.00

17,453.25 1,745.33 19,198.58 19,198.00

10,418.25 1,041.83 11,460.08 11,460.00

Jumlah (5)

6,496.35 649.64 7,145.99 7,145.00

4,654.65 465.47 5,120.12 5,120.00

22,946.35 2,294.64 25,240.99 25,240.00

5,558.95 555.90 6,114.85 6,114.00

Jumlah (5)

3,169.75 316.98 3,486.73 3,486.00

14,418.25 1,441.83 15,860.08 15,860.00

8,595.00 859.50 9,454.50 9,454.00

15,306.25 1,530.63 16,836.88 16,836.00

Jumlah (5)

4,962.50 496.25 5,458.75 5,458.00

39,126.00 3,912.60 43,038.60 43,038.00

3,989.25

241,425.00 245,414.25 24,541.43 269,955.68 269,955.00

17,346.35 1,734.64 19,080.99 19,080.00

118,000.00 11,800.00 129,800.00 129,800.00

Jumlah (5)

168,750.00 16,875.00 185,625.00 185,625.00

Jumlah (5)

43,250.00 4,325.00 432.50 4,757.50 4,757.00

29,062.50 2,906.25 290.63 3,196.88 3,196.00

43,250.00 4,325.00 432.50 4,757.50 4,757.00

32,500.00 3,250.00 325.00 3,575.00 3,575.00

63,200.00 6,320.00 632.00 6,952.00 6,952.00

43,250.00 4,325.00 432.50 4,757.50 4,757.00

Jumlah (5)

286,000.00 28,600.00 314,600.00 314,600.00

26,500.00 2,650.00 29,150.00 29,150.00

485,500.00 48,550.00 534,050.00 534,050.00

169,700.00 16,970.00 186,670.00 186,670.00

Jumlah (5)

1,426,480.00 142,648.00 1,569,128.00 1,569,128.00

191,794.00 19,179.40 210,973.40 210,973.00

1,079,594.00 107,959.40 1,187,553.40 1,187,553.00

380,869.80 38,086.98 418,956.78 418,956.00

Jumlah (5)

454,525.00 45,452.50 499,977.50 499,977.00

212,687.50 21,268.75 233,956.25 233,956.00

1,164,000.00 116,400.00 1,280,400.00 1,280,400.00

45,733.38 4,573.34 50,306.72 50,306.00

173,312.70 17,331.27 190,643.97 190,643.00

Jumlah (5)

182,733.50 18,273.35 201,006.85 201,006.00

Jumlah (5)

194,543.00 19,454.30 213,997.30 213,997.00

296,080.00 29,608.00 325,688.00 325,688.00

27,952.50 2,795.25 30,747.75 30,747.00

43,452.50 4,345.25 47,797.75 47,797.00

62,827.50 6,282.75 69,110.25

Jumlah (5)

85,325.50 8,532.55 93,858.05 93,858.00

Jumlah (5)

7,510.38 751.04 8,261.41 8,261.00

9,196.00 919.60 10,115.60 10,115.00

10,552.25 1,055.23 11,607.48 11,607.00

20,046.00 2,004.60 22,050.60 22,050.00

Jumlah (5)

27,170.75 2,717.08 29,887.83 29,887.00

34,383.50 3,438.35 37,821.85 37,821.00

38,845.00 3,884.50 42,729.50 42,729.00

59,382.50 5,938.25 65,320.75 65,320.00

Jumlah (5)

584,798.75 58,479.88 643,278.63 643,278.00

28,475.00 2,847.50 31,322.50 31,322.00

58,412.50 5,841.25 64,253.75 64,253.00

169,700.00 16,970.00 186,670.00 186,670.00

13,001.75 1,300.18 14,301.93 14,301.00

Jumlah (5)

782,045.00 78,204.50 860,249.50 860,249.00

307,435.00 30,743.50 338,178.50 338,178.00

550,254.00 55,025.40 605,279.40 605,279.00

Jumlah (5)

261,504.00 26,150.40 287,654.40 287,654.00

450,254.00 45,025.40 495,279.40 495,279.00

158,567.50 15,856.75 174,424.25 174,424.00

42,941.25 4,294.13 47,235.38 47,235.00

Jumlah (5)

24,516.25 2,451.63 26,967.88 26,967.00

26,441.25 2,644.13 29,085.38 29,085.00

33,070.00 3,307.00 36,377.00 36,377.00

271,247.50 27,124.75 298,372.25 298,372.00

Jumlah (5)

140,687.50 14,068.75 154,756.25 154,756.00

65,343.75 6,534.38 71,878.13 71,878.00

90,270.63 9,027.06 99,297.69 99,297.00

16,311.88 1,631.19 17,943.06 17,943.00

11,187.50 1,118.75 12,306.25 12,306.00

10,375.00 1,037.50 11,412.50 11,412.00

Jumlah (5)

12,811.88 1,281.19 14,093.06 14,093.00

8,311.88 831.19 9,143.06 9,143.00

167,706.25 16,770.63 184,476.88 184,476.00

57,082.50 5,708.25 62,790.75 62,790.00

32,706.25 3,270.63 35,976.88 35,976.00

18,541.25 1,854.13 20,395.38 20,395.00

Jumlah (5)

221,247.50 22,124.75 243,372.25 243,372.00

20,853.13 2,085.31 22,938.44 22,938.00

59,761.88 5,976.19 65,738.06 65,738.00

71,861.88 7,186.19 79,048.06 79,048.00

137,311.88 13,731.19 151,043.06 151,043.00

335,311.88 33,531.19 368,843.06 368,843.00

Jumlah (5)

73,229.38 7,322.94 73,677.31 73,677.00

ANALISA KPUT No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

AN. KPUT AN.

2

1.0000 m Menghampar dan mengisi bahan perkerasan 1.5000 org Pekerja @ Rp. 20,000.00 0.0730 org Mandor @ Rp. 32,500.00 JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN

30,000.00 2,372.50 32,372.50

-

20,000.00 20,000.00

-

3

1.0000 m Menyawur pasir 1.0000 org Pekerja @ Rp. 20,000.00 JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN KPUT M.3

KPUT 10.8

1.0000 hari Menggilas dengan motor walls 1.0000 org Masinis @ Rp. 24,900.00 1.0000 org Kenek @ Rp. 22,000.00 1.0000 org Penjaga @ Rp. 20,000.00 1.0000 org Pekerja @ Rp. 20,000.00 1.0000 ltr Olie @ Rp. 21,000.00 1.0000 ltr Olie SAE @ Rp. 21,000.00 0.7500 ltr Vet @ Rp. 13,000.00 16.0000 ltr Solar @ Rp. 4,300.00 JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN

24,900.00 22,000.00 20,000.00 20,000.00

86,900.00

21,000.00 21,000.00 9,750.00 68,800.00 120,550.00

2

100.0000 m Perkerasan lapis pondasi bawah (sub base) tebal 20 cm padat 5.0000 23.0000 3.0000 6.5000

3

Pasair pasang

@ Rp.

76,000.00

380,000.00

3

Batu belah 15/20

@ Rp.

80,000.00

1,840,000.00

3

Batu pecah 5/7 cm

@ Rp.

132,000.00

396,000.00

3

Pasir urug

@ Rp.

55,000.00

357,500.00

m m m m

3

26.0000 m Isi batu berkerasan @ Rp. 32,372.00 6.5000 Tng Menyawur pasir @ Rp. 20,000.00 JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN

841,672.00 130,000.00 971,672.00

2,973,500.00

2

Tiap m

1/100 x Biaya menggilas 1/200 x Sewa motor walls 1/200 x

971,672.00

+

2,973,500.00

9,716.72

29,735.00

86,900.00

+

120,550.00

434.50

602.75

#REF! JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

#REF! #REF!

30,337.75

2

100.0000 m Pembuatan lapis pondasi bawah (sub base) tebal 15 cm padat 5.0000 17.5000 3.0000 6.5000

3

Pasair urug

@ Rp.

55,000.00

275,000.00

3

Batu belah 15/20

@ Rp.

80,000.00

1,400,000.00

3

Batu pecah 5/7 cm

@ Rp.

126,500.00

379,500.00

3

Pasir urug (pengisi)

@ Rp.

55,000.00

357,500.00

m m m m

3


663,626.00 100,000.00 763,626.00

2,412,000.00

2

Tiap m

1/100 x Biaya menggilas 1/200 x

763,626.00

+

2,412,000.00

7,636.26

24,120.00

86,900.00

+

120,550.00

434.50

602.75

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

100.0000 m Pembuatan lapis pondasi atas (base) tebal 10 cm padat 10.0000 2.0000 1.0000 3.2500

3

Batu koral 5/7 cm

@ Rp.

132,000.00

1,320,000.00

3

Batu koral 3/4 cm

@ Rp.

130,000.00

260,000.00

3

Batu koral 2/3 cm

@ Rp.

138,000.00

138,000.00

3

Pasir urug (pengisi)

@ Rp.

55,000.00

178,750.00

m m m m

3


420,836.00 65,000.00 485,836.00

1,896,750.00

2

Tiap m


Tiap m

2


485,836.00

+

1,896,750.00

4,858.36

18,967.50

86,900.00

+

120,550.00

579.33

803.67


#REF! #REF!

Pembuatan lapis pondasi atas (base) tebal 8 cm padat 4,858.36 + 18,967.50 86,900.00

+

120,550.00


19,771.17

3,886.69

15,174.00

579.33

803.67

#REF! #REF!

15,977.67

2

Tiap m Pembuatan lapis pondasi atas (base) tebal 7 cm padat 7/10 x 4,858.36 + 18,967.50 Biaya menggilas 1/150 x 86,900.00 + 120,550.00 Sewa motor walls 1/150 x #REF! JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

3,400.85

13,277.25

579.33

803.67

#REF! #REF!

14,080.92

2

100.0000 m Lapisan Penetrasi 4 cm padat 0.2400 0.4800 3.5000 1.2000 1.2500 14.0000 1.0000 1.5000 1.0000 1.0000 1.0000 400.0000 80.0000 1.0000

3

Krokos D 20 - 40 mm

@ Rp.

70,000.00

16,800.00

3

Split D 10 mm

@ Rp.

120,000.00

57,600.00

3

Split D 30 - 40 mm

@ Rp.

120,000.00

420,000.00

3

Split D 10 - 20 mm

@ Rp.

120,000.00

144,000.00

3

Kayu bakar @ Rp. 90,000.00 Pekerja @ Rp. 20,000.00 Mandor @ Rp. 32,500.00 Juru godog aspal @ Rp. 20,000.00 Masinis @ Rp. 24,900.00 Kenek @ Rp. 22,000.00 Penyemprot @ Rp. 17,500.00 Aspal @ Rp. 10,650.00 Aspal lem @ Rp. 10,650.00 Sprayer (sewa) @ Rp. #REF! JUMLAH ( BELUM TERMASUK PPN )

m m m m

m org org org org org org kg kg hr

112,500.00 280,000.00 32,500.00 30,000.00 24,900.00 22,000.00 17,500.00

406,900.00

4,260,000.00 852,000.00 #REF! #REF!

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

2

Tiap m

1/100 x Biaya menggilas 4/12,5/200 x Sewa motor walls 1/200 x

KPUT M.8

406,900.00

+

86,900.00

+

#REF!

4,069.00

120,550.00


139.04 #REF! #REF!

#REF! 192.88

#REF!

2

100.0000 m Pengaspalan sand sheet (latasir), tebal 1 cm jereng 125.0000 kg Aspal 10,650.00 1.0000 0.9000 0.2500 8.1000 0.4000

3

Pasair pasang

3

Kayu bakar @ Rp. 90,000.00 Juru godog aspal @ Rp. 20,000.00 Pekerja @ Rp. 20,000.00 Mandor @ Rp. 32,500.00 JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN

m

m org org org

@ Rp.

1,331,250.00

76,000.00

76,000.00 81,000.00 5,000.00 162,000.00 13,000.00 180,000.00

1,488,250.00

3,600.00

29,765.00

173.80

241.10

2

Tiap m Aspal sand sheet 2 cm jereng (1 cm padat) 2/100 x 180,000.00 + 1,488,250.00 Biaya menggilas 1/500 x 86,900.00 + 120,550.00 Sewa motor walls 1/500 x #REF! Aspal untuk lem 0,5 kg 0.5000 x 10,650.00 JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

#REF!

#REF!

5,325.00 35,331.10

2

Tiap m Aspal sand sheet 3 cm jereng (2 cm padat) 3/100 x 180,000.00 + 1,488,250.00 Biaya menggilas 1/500 x 86,900.00 + 120,550.00 Sewa motor walls 1/500 x #REF! Aspal untuk lem 0,5 kg 0.5000 x 10,650.00 JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN KPUT M.8

5,400.00

44,647.50

173.80

241.10

#REF!

#REF!

5,325.00 50,213.60

2

100.0000 m Pengaspalan sand sheet (latasir) tanpa aspal, tebal 1 cm jereng - kg Aspal 10,650.00 1.0000 0.9000 0.2500 8.1000 0.4000

3

Pasair pasang

3

Kayu bakar @ Rp. 90,000.00 Juru godog aspal @ Rp. 20,000.00 Pekerja @ Rp. 20,000.00 Mandor @ Rp. 32,500.00 JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN

m

m org org org

@ Rp.

76,000.00

76,000.00 81,000.00

5,000.00 162,000.00 13,000.00 180,000.00

157,000.00

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

3,600.00

3,140.00

173.80

241.10

2

Tiap m Aspal sand sheet 2 cm jereng (1 cm padat) tanpa aspal 2/100 x 180,000.00 + 157,000.00 Biaya menggilas 1/500 x 86,900.00 + 120,550.00 Sewa motor walls 1/500 x #REF! Aspal untuk lem 0,5 kg - x 10,650.00 JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

#REF!

#REF!

3,381.10

2

Tiap m Aspal sand sheet 3 cm jereng (2 cm padat) tanpa aspal 3/100 x 180,000.00 + 157,000.00 Biaya menggilas 1/500 x 86,900.00 + 120,550.00 Sewa motor walls 1/500 x #REF! Aspal untuk lem 0,5 kg - x 10,650.00 JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

5,400.00

4,710.00

173.80

241.10

#REF!

#REF!

4,951.10

2

10.0000 m Mengecat marka jalan dengan Rettar 4.2500 kg Cat rettar @ Rp. 49,000.00 0.5700 ltr Minyak cat @ Rp. 10,000.00 2.2500 org Tukang cat @ Rp. 25,000.00 0.2300 org Kepala tukang cat @ Rp. 27,000.00 2.0000 org Pekerja @ Rp. 20,000.00 JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN 2

Tiap m

1/10

x

Mengecat marka jalan dengan rettar 102,460.00 + 213,950.00 JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

208,250.00 5,700.00 56,250.00 6,210.00 40,000.00 102,460.00

213,950.00

10,246.00 10,246.00

21,395.00 21,395.00

2

1.0000 m Mengecat marka jalan dengan Thermoplastic 1.6575 kg Cat marka @ Rp. 49,000.00 0.4500 kg Glasbit @ Rp. 12,000.00 1.0500 ltr Thinner @ Rp. 13,000.00 0.0750 jam Sewa Compressor @ Rp. #REF! 0.0750 jam Sewa Dumptruck @ Rp. #REF! 0.0100 ls Alat bantu @ Rp. 130,000.00 0.2250 org Tukang cat @ Rp. 25,000.00 0.6000 org Pekerja @ Rp. 20,000.00 0.0750 org Mandor @ Rp. 32,500.00 JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

81,217.50 5,400.00 13,650.00 #REF! #REF! 1,300.00 5,625.00 12,000.00 2,437.50 20,062.50

#REF!

No.

Macam Pekerjaan

Upah

Bahan

(1)

(2)

(3)

(4)

1

350.0000 m Pemotongan aspal dengan mesin potong (cutter), 2 sisi 2.0000 bh Cutter @ Rp. 1,000,000.00 2.0000 hr Sewa mesin cutter @ Rp. #REF! 15.0000 ltr Solar @ Rp. 4,300.00 2.0000 org Tk. Cutter / masinis @ Rp. 24,900.00 2.0000 org Pekerja @ Rp. 20,000.00 JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN 1

Tiap m

1/350

Pemotongan aspal dengan mesin potong (cutter), 2 sisi 89,800.00 + #REF! JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

x

1

Tiap m

1/700

Pemotongan aspal dengan mesin potong (cutter), 1 sisi 89,800.00 + #REF! JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

x

2,000,000.00 #REF! 64,500.00 49,800.00 40,000.00 89,800.00

#REF!

256.57 256.57

#REF! #REF!

128.29 128.29

#REF! #REF!

2

1.0000 m Pembongkaran aspal dengan Jack Hammer 0.6600 hari Sewa mesin Jack Hammer @ Rp. #REF! 1.3200 ltr Solar @ Rp. 4,300.00 0.0400 org Tk. Jack Hammer / masinis @ Rp. 24,900.00 0.2500 org Pekerja @ Rp. 20,000.00 0.0630 org Mandor @ Rp. 32,500.00 JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

ANALISA EXPANTION JOINT Macam Pekerjaan

No. (1)

(2)

#REF! 5,676.00 996.00 5,000.00 2,047.50 8,043.50

#REF!

Upah

Bahan

(3)

(4)

1

1.0000 m Expantion joint 18.5000 kg Ashpaltic Joint 5.5000 kg Plate baja 5 mm 1.0000 0.0150 6.5000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 1.0000 1.0000 4.5000 0.1000

@ Rp. @ Rp.

60,000.00 8,800.00

1,110,000.00 48,400.00

@ Rp.

1

Joint Filler

9,000.00

9,000.00

3

Split 1/2 cm @ Rp. 190,000.00 Gas Elpiji @ Rp. 4,500.00 Sewa Jack Hammer @ Rp. #REF! Sewa Genset 2000 watt @ Rp. #REF! Sewa Compressor @ Rp. #REF! Sewa Stamper @ Rp. #REF! Mata cutter @ Rp. 1,000,000.00 Sewa mesin cutter @ Rp. #REF! Alat bantu @ Rp. 130,000.00 Mekanik terlatih @ Rp. 29,000.00 Operator terlatih @ Rp. 29,000.00 Mandor @ Rp. 32,500.00 JUMLAH ( BELUM TERMASUK PPN ) JASA 10 % JUMLAH DIBULATKAN

2,850.00 29,250.00 #REF! #REF! #REF! #REF! 100,000.00 #REF! 130,000.00

m

m kg hr hr hr hr bh hr ls org org org

29,000.00 130,500.00 3,250.00 162,750.00

#REF!

Jumlah (5)

32,372.50 32,372.00

20,000.00 20,000.00

207,450.00 207,450.00

3,945,172.00 3,945,172.00

#REF! #REF! #REF! #REF!

3,175,626.00 3,175,626.00

Jumlah (5)

2,382,586.00 2,382,586.00




#REF!

Jumlah (5)


1,668,250.00 1,668,250.00



337,000.00 337,000.00

Jumlah (5)



316,410.00 316,410.00

31,641.00 3,164.10 34,805.10 34,805.00


Jumlah (5)

#REF! #REF!




Jumlah (5)


ANJALISA PEKERJAAN LISTRIK No.

Macam Pekerjaan

Upah

Bahan

Jumlah

(1)

(2)

(3)

(4)

(5)

1.

2.

3.

4.

5.

6.

1

1.0000 m Pasang Kabel NYY 3 x 6 sqmm 0.0050 org Tukang Listrik 0.0050 org Pekerja 0.0050 org Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp . @ Rp. @ Rp .

29,000.00 20,000.00 32,500.00

145.00 100.00 162.50 407.50

-

407.50 40.75 448.25 448.00

145.00 100.00 162.50 407.50

-

407.50 40.75 448.25 448.00

145.00 100.00 162.50 407.50

-

407.50 40.75 448.25 448.00

145.00 100.00 162.50 407.50

-

407.50 40.75 448.25 448.00

72.50 50.00 81.25 203.75

-

203.75 20.38 224.13 224.00

1

1.0000 m Pasang Kabel NYY 3 x 4 sqmm 0.0050 org Tukang Listrik 0.0050 org Pekerja 0.0050 org Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp . @ Rp. @ Rp .

29,000.00 20,000.00 32,500.00

1

1.0000 m Pasang Kabel NYM 2 x 2,5 sqmm 0.0050 org Tukang Listrik 0.0050 org Pe P ekerja 0.0050 org Ma Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp . @ Rp. @ Rp .

29,000 20,000 32,500

1

1.0000 m Pasang Kabel NYM 2 x 1,5 sqmm 0.0050 org Tukang Listrik 0.0050 org Pekerja 0.0050 org Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp . @ Rp. @ Rp .

29,000.00 20,000.00 32,500.00

1

1.0000 m Pasang Kabel NYA 1 x 2,5 sqmm 0.0025 org Tukang Listrik 0.0025 org Pekerja 0.0025 org Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN 50.0000 m 50.0000 0.1250 0.5000 0.5000 0.2500 1.0000

1 1

m org org org org ls

@ Rp . @ Rp. @ Rp .

29,000.00 20,000.00 32,500.00

Pasang Kabel DX 2x10 sqmm + Accessories Accessories (antar tiang tiang / gawang) Kabel DX 2x10 qmm + Accessories Tenaga Ahli Tukang Listrik Pekerja Mandor Penyambungan beban JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp. @ Rp . @ Rp . @ Rp. @ Rp . @ Rp .

6,875.00 37,200.00 29,000.00 20,000.00 32,500.00 17,250.00

343,750.00 4,650.00 14,500.00 10,000.00 8,125.00 17,250.00 54,525.00

343,750.00

398,275.00 39,827.50 438,102.50 438,102.00

(1) 7.

(2) 50.0000 m 50.0000 0.1250 0.5000 0.5000 0.2500 1.0000

8.

9.

10.

11.

12.

1

m org org org org ls

1.0000 m 1.0000 0.0050 0.0050 0.0050

1.0000 0.5000 0.7500 0.2500 1.0000

1.0000 0.5000 0.7500 0.2500 1.0000

1.0000 0.6600 0.6600 5.3300 0.6660 0.6660 4.6000

1.0000 0.5000 0.5000 4.0000 0.5000 0.5000 3.5000

1

1 1

m org org org

unit org org org unit

unit org org org unit

unit org org org org set j am

unit org org org org set j am

(3)

(4)

(5)

Pasang Kabel DX 2x16 sqmm + Accessories Accessories (antar tiang tiang / gawang) Kabel DX 2x16 qmm + Accessories Tenaga Ahli Tukang Listrik Pekerja Mandor Penyambungan beban JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp. @ Rp . @ Rp . @ Rp. @ Rp . @ Rp .

8,250.00 37,200.00 29,000.00 20,000.00 32,500.00 17,250.00

412,500.00 4,650.00 14,500.00 10,000.00 8,125.00 17,250.00 54,525.00

412,500.00

467,025.00 46,702.50 513,727.50 513,727.00

Pasang Kabel NYY 3x10 sqmm Kabel NYY 3x10 Sqmm Tukang Listrik Pekerja Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp . @ Rp . @ Rp. @ Rp .

Pasang Pasang Box Panel Panel dan Panel Panel Kontro Kontroll 1 Unit Tukang Listrik @ Rp . Pekerja @ Rp. Mandor @ Rp . Pasang panel kontrol @ Rp . JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Pasang Pasang Box KWH KWH dan dan Meter Meter (1 (1 Unit) Unit) Tukang Listrik Pekerja Mandor Pasang panel kontrol JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Pasang Pasang tiang tiang lampu lampu antik (b3) Tukang batu Tukang listrik Pekerja Mandor Alat bantu Angkutan JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Pasang Pasang tiang tiang lampu lampu antik (b3) Tukang batu Tukang listrik Pekerja Mandor Alat bantu Angkutan JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp . @ Rp. @ Rp . @ Rp .

@ Rp . @ Rp . @ Rp. @ Rp . @ Rp . @ Rp .

45,408.00 29,000.00 20,000.00 32,500.00

29,000.00 20,000.00 32,500.00 86,250.00

29,000.00 20,000.00 32,500.00 86,250.00

27,500.00 29,000.00 20,000.00 32,500.00 86,250.00 7,143.00

45,408.00 145.00 100.00 162.50 407.50

27,500.00 29,000.00 20,000.00 32,500.00 86,250.00 7,143.00

45,815.50 4,581.55 50,397.05 50,397.00

14,500.00 15,000.00 8,125.00 86,250.00 109,375.00

14,500.00

123,875.00 12,387.50 136,262.50 136,262.00

14,500.00 15,000.00 8,125.00 86,250.00 109,375.00

14,500.00

123,875.00 12,387.50 136,262.50 136,262.00

18,150.00 19,140.00 106,600.00 21,645.00

165,535.00

@ Rp . @ Rp . @ Rp. @ Rp . @ Rp . @ Rp .

45,408.00

57,442.50 32,857.80 90,300.30

255,835.30 25,583.53 281,418.83 281,418.00

13,750.00 14,500.00 80,000.00 16,250.00

124,500.00

43,125.00 25,000.50 68,125.50

192,625.50 19,262.55 211,888.05 211,888.00

(1) 13.

14.

15.

16.

17.

18.

(2) 1.0000 0.5000 0.7500 0.2500 1.0000

1.0000 0.6660 1.0000 0.3330 1.0000

1.0000 0.4000 0.6000 0.2000 1.0000

1.0000 0.3300 0.5000 0.1666 1.0000

1.0000 0.5000 0.5000 4.0000 0.5000 0.5000 3.5000

1.0000 0.6600 0.6600 5.3330 0.6660 0.6660 4.6000

set org org org set

unit org org org set

set org org org set

unit org org org jam

set org org org org set jam

set org org org org set jam

Pemasangan armatur komplit Tukang listrik Pekerja Mandor Alat bantu JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Pemasangan komponen + Box Tukang listrik Pekerja Mandor Alat bantu JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Bongkar komponen Tukang listrik Pekerja Mandor Alat bantu JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Bongkar Armatur Tukang Listrik Pekerja Mandor Angkutan JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Bongkar Tiang Lampu Antik (b.1) Tukang batu Tukang Listrik Pekerja Mandor Alat bantu Angkutan JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Bongkar Tiang Lampu Antik (b.1) Tukang batu Tukang Listrik Pekerja Mandor Alat bantu Angkutan JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

(3)

@ Rp. @ Rp. @ Rp. @ Rp.

29,000.00 20,000.00 32,500.00 86,250.00

29,000.00 20,000.00 32,500.00 86,250.00

29,000.00 20,000.00 32,500.00 86,250.00

29,000.00 20,000.00 32,500.00 7,143.00

27,500.00 29,000.00 20,000.00 32,500.00 86,250.00 7,143.00

27,500.00 29,000.00 20,000.00 32,500.00 86,250.00 7,143.00

136,386.50 13,638.65 150,025.15 150,025.00

86,250.00 86,250.00

116,350.00 11,635.00 127,985.00 127,985.00

7,143.00 7,143.00

32,127.50 3,212.75 35,340.25 35,340.00

13,750.00 14,500.00 80,000.00 16,250.00

124,500.00

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

86,250.00 86,250.00

9,570.00 10,000.00 5,414.50 24,984.50

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

123,875.00 12,387.50 136,262.50 136,262.00

11,600.00 12,000.00 6,500.00 30,100.00

@ Rp. @ Rp. @ Rp. @ Rp.

86,250.00 86,250.00

19,314.00 20,000.00 10,822.50 50,136.50

@ Rp. @ Rp. @ Rp. @ Rp.

(5)

14,500.00 15,000.00 8,125.00 37,625.00

@ Rp. @ Rp. @ Rp. @ Rp.

(4)

43,125.00 25,000.50 68,125.50

192,625.50 19,262.55 211,888.05 211,888.00

18,150.00 19,140.00 106,660.00 21,645.00

165,595.00

57,442.50 32,857.80 90,300.30

255,895.30 25,589.53 281,484.83 281,484.00

(1) 19.

(2) 1.0000 m 1.0000 0.2500 0.0100 0.0050

20.

21.

23.

24.

m org org org

1.0000 1.0000 0.0500 0.1000 0.0250

1.0000 1.0000 0.0500 0.1000 0.0250

1.0000 1.0000 0.0500 0.1000 0.0250

1 1

m org org org

1.0000 m 1.0000 0.0100 0.0050

22.

1

1.0000 m 1.0000 0.2500 0.0100 0.0050

1

1 1

m org org

bh bh org org org

bh bh org org org

bh bh org org org

(3)

(4)

(5)

Pasang Kabel NYM 2x2,5 sqmm Kabel NYM 2 x 2,5 qmm Tukang Listrik Pekerja Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp. @ Rp. @ Rp. @ Rp.

10,633.00 29,000.00 20,000.00 32,500.00

10,633.00 7,250.00 200.00 162.50 7,612.50

10,633.00

18,245.50 1,824.55 20,070.05 20,070.00

Pasang Kabel NYA 2,5 sqmm Kabel NYA 2,5 qmm Tukang Listrik Pekerja Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp. @ Rp. @ Rp. @ Rp.

150,000.00 29,000.00 20,000.00 32,500.00

150,000.00 7,250.00 200.00 162.50 7,612.50

150,000.00

157,612.50 15,761.25 173,373.75 173,373.00

Pasang Pralon 3" Kabel NYY 3x6 sqmm Pipa pralon 3" Pekerja Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Pasang tutup panel ukuran 30x30 Tutup panel 30x30 Tukang listrik Pekerja Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

20,500.00 20,000.00 32,500.00

28,750.00 29,000.00 20,000.00 32,500.00

Pasang MCB Ampere + box tutup panel ukuran 30 x 30 MCB 10 Ampere + box @ Rp. 42,000.00 Tukang listrik @ Rp. 29,000.00 Pekerja @ Rp. 20,000.00 Mandor @ Rp. 32,500.00 JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN Pasang Kapasitor 12,5 uF Kapasitor 12,5 uF Tukang listrik Pekerja Mandor JUMLAH ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp. @ Rp. @ Rp. @ Rp.

26,000.00 29,000.00 20,000.00 32,500.00

20,500.00 200.00 162.50 362.50

20,500.00

20,862.50 2,086.25 22,948.75 22,948.00

28,750.00 1,450.00 2,000.00 812.50 4,262.50

28,750.00

33,012.50 3,301.25 36,313.75 36,313.00

42,000.00 1,450.00 2,000.00 812.50 4,262.50

42,000.00

46,262.50 4,626.25 50,888.75 50,888.00

26,000.00 1,450.00 2,000.00 812.50 4,262.50

26,000.00

30,262.50 3,026.25 33,288.75 33,288.00

(1) 25.

(2) 1.0000 0.5000 0.5000 1.2500 0.5000

set org org org org

(3)

(4)

(5)

Pasang Stang Ornamen 2,2 meter + Lampu SRP 822/250 Watt Son + pengetesan dan penyalaan Pekerja @ Rp. 20,000.00 10,000.00 Tukang Listrik @ Rp. 29,000.00 14,500.00 Pengawas @ Rp. 37,200.00 46,500.00 Mandor @ Rp. 32,500.00 16,250.00 JUMLAH (A) 87,250.00 -

Pengetesan dan Penyalaan

26. 1.0000

ttk

@ Rp. 7,000.00 JUMLAH (B)

7,000.00 7,000.00

-

JUMLAH ( A + B ) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN 27.

1.0000 0.8750 0.8750 1.8033 0.7413

set org org org org

1.0000 0.5000 0.5000 1.2500 0.5000

set org org org org

Pasang Stang Ornamen 6 meter + Lampu SRP 822/250 Watt Son Pekerja @ Rp. 20,000.00 17,500.00 Tukang Listrik @ Rp. 29,000.00 25,375.00 Pengawas @ Rp. 37,200.00 67,082.76 Mandor @ Rp. 32,500.00 24,093.23 JUMLAH (C) 134,050.99

-

1.0000

set

0.4200 2.8500 2.8500 2.0075 1.0000

3

m org org org org

Pasang Stang Ornamen 2,2 meter + Lampu SRP 822/250 Watt Son Pekerja @ Rp. 20,000.00 10,000.00 Tukang Listrik @ Rp. 29,000.00 14,500.00 Pengawas @ Rp. 37,200.00 46,500.00 Mandor @ Rp. 32,500.00 16,250.00 JUMLAH (D) 87,250.00

-

1.0000

set

0.4200 3.1000 3.1000 2.5000 1.2100

3

m org org org org

87,250.00 94,250.00 9,425.00 103,675.00 103,675.00

Pasang Tiang Octogonal Cabang 1, h= 7 meter+ lampu SRP 822/250 Watt Son Pondasi Tiang Beton bertulang 1:2:3 Pekerja Tukang Listrik Pengawas Mandor

@ Rp. 4,313,943.43 @ Rp. 20,000.00 @ Rp. 29,000.00 @ Rp. 37,200.00 @ Rp. 32,500.00 JUMLAH (E)

1,811,856.24 57,000.00 82,650.00 74,679.00 32,500.00 246,829.00

1,811,856.24

JUMLAH ( B + E ) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN 30.

134,050.99 141,050.99 14,105.10 155,156.08 155,156.00

JUMLAH ( B + D ) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN 29.

7,000.00 94,250.00 9,425.00 103,675.00 103,675.00

JUMLAH ( B + C ) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN 28.

87,250.00

2,058,685.24 2,065,685.24 206,568.52 2,272,253.76 2,272,253.00

Pasang Tiang Octogonal Cabang 1, h= 9 meter + lampu SRP 822/250 Watt Son Pondasi Tiang Beton bertulang 1:2:3 Pekerja Tukang Listrik Pengawas Mandor

JUMLAH ( B + F ) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

@ Rp. 4,313,943.43 @ Rp. 20,000.00 @ Rp. 29,000.00 @ Rp. 37,200.00 @ Rp. 32,500.00 JUMLAH (F)

1,811,856.24 62,000.00 89,900.00 93,000.00 39,325.00 284,225.00

1,811,856.24

2,096,081.24 2,103,081.24 210,308.12 2,313,389.36 2,313,389.00

(1) 31.

(2) 1.0000

set

0.4200 3.3000 3.3000 2.5782 1.2433

3

m org org org org

(3)

(4)

Pasang Tiang Octogonal Cabang 2, h= 9 meter+ lampu SRP 822/250 Watt Son Pondasi Tiang Beton bertulang 1:2:3 Pekerja Tukang Listrik Pengawas Mandor

@ Rp. 4,313,943.43 @ Rp. 20,000.00 @ Rp. 29,000.00 @ Rp. 37,200.00 @ Rp. 32,500.00 JUMLAH (G)

1,811,856.24 66,000.00 95,700.00 95,909.04 40,407.25 298,016.29

1,811,856.24

JUMLAH ( B + G) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN 32.

1.0000

set

0.4200 3.8100 3.8100 2.6626 1.2650

3

m org org org org

1.0000

set

0.4200 4.2500 4.2500 2.9287 1.2939

3

m org org org org

Pasang Tiang Octogonal Cabang 3, h= 9 m+ lampu SRP 822/250 Watt Son Pondasi Tiang Beton bertulang 1:2:3 Pekerja Tukang Listrik Pengawas Mandor

@ Rp. 4,313,943.43 @ Rp. 20,000.00 @ Rp. 29,000.00 @ Rp. 37,200.00 @ Rp. 32,500.00 JUMLAH (H)

1,811,856.24 76,200.00 110,490.00 99,048.72 41,112.50 326,851.22

1,811,856.24

35.

1.0000 0.9000 0.9000 2.1044 0.8418 0.0500

1.0000 0.8750 0.8750 1.6995 0.6798 0.0500

set org org org org unit


2,138,707.46 2,145,707.46 214,570.75 2,360,278.20 2,360,278.00

Pasang Tiang Octogonal Cabang 3, h= 11 m+ lampu SRP 822/250 Watt Son Pondasi Tiang Beton bertulang 1:2:3 Pekerja Tukang Listrik Pengawas Mandor

@ Rp. 4,313,943.43 @ Rp. 20,000.00 @ Rp. 29,000.00 @ Rp. 37,200.00 @ Rp. 32,500.00 JUMLAH (I)

1,811,856.24 85,000.00 123,250.00 108,947.64 42,051.75 359,249.39

1,811,856.24

JUMLAH ( B + I) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN 34.

2,109,872.53 2,116,872.53 211,687.25 2,328,559.78 2,328,559.00

JUMLAH ( B + H) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN 33.

(5)

2,171,105.63 2,178,105.63 217,810.56 2,395,916.19 2,395,916.00

Bongkar armatur pada stang ornamen existing + pasang lampu SRP 822/150 Watt Son + return Pekerja @ Rp. 20,000.00 18,000.00 Tukang Listrik @ Rp. 29,000.00 26,100.00 Pengawas @ Rp. 37,200.00 78,283.68 Mandor @ Rp. 32,500.00 27,358.50 Retur material existing @ Rp. 100,000.00 5,000.00 JUMLAH (J) 154,742.18 -

154,742.18

JUMLAH ( B + J) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

161,742.18 16,174.22 177,916.40 177,916.00

Bongkar armatur pada stang ornamen existing + pasang Lampu SRP 822/250 Watt Son + retur Pekerja @ Rp. 20,000.00 17,500.00 Tukang Listrik @ Rp. 29,000.00 25,375.00 Pengawas @ Rp. 37,200.00 63,221.40 Mandor @ Rp. 32,500.00 22,093.50 Retur material existing @ Rp. 100,000.00 5,000.00 JUMLAH (K) 133,189.90 -

133,189.90

JUMLAH ( B + K) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

140,189.90 14,018.99 154,208.89 154,208.00

(1) 36.

37.

(2) 1.0000 0.9000 0.9000 2.1044 0.8418 0.0500

1.0000 0.8500 0.8500 1.9554 0.7822 0.0500



(3)

Bongkar armatur pada tang existing + pasang Lampu SRP 822/250 Watt Son + retur Pekerja @ Rp. 20,000.00 18,000.00 Tukang Listrik @ Rp. 29,000.00 26,100.00 Pengawas @ Rp. 37,200.00 78,283.68 Mandor @ Rp. 32,500.00 27,358.50 Retur material existing @ Rp. 100,000.00 5,000.00 JUMLAH (L) 154,742.18

(4)

(5)

-

154,742.18

JUMLAH ( B + L) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

161,208.00 16,120.80 177,328.80 177,328.00

Bongkar komponen lama existing + pasang komponen Lampu SRP 822/250 Watt Son + retur Pekerja @ Rp. 20,000.00 17,000.00 Tukang Listrik @ Rp. 29,000.00 24,650.00 Pengawas @ Rp. 37,200.00 72,740.88 Mandor @ Rp. 32,500.00 25,421.50 Retur material existing @ Rp. 100,000.00 5,000.00 JUMLAH (M) 144,812.38 -

144,812.38

JUMLAH ( B + M) ( BELUM PPN ) JASA 10 % JUMLAH DIBULATKAN

151,812.38 15,181.24 166,993.62 166,993.00

URAIAN ANALISA ALAT

No

I

URAIAN

KODE

URAIAN PERALATAN 1 Jenis Peralatan 2 Tenaga 3 Kapasitas 4 Alat Baru

5 Alat Yang Dipakai

II

: a. b. c. : a. b. c.

KOEF.

SATUAN

ASPHALT MIXING PLANT

Umur Ekonomis Jam Kerja dalam 1 Tahun Harga Alat Umur Ekonomis Jam Kerja dalam 1 Tahun Harga Alat

Pw Cp A W B A' W' B'

150.00 50.00 10.00 1,500.00 7,500,000,000.00 10.00 1,500.00 7,500,000,000.00

HP Ton/jam Tahun Jam Rupiah Tahun Jam Rupiah

BIAYA PASTI PER JAM KERJA 1 Nila sisa alat 2 Faktor angsuran Modal

= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

750,000,000.00 0.23852

3 Biaya pasti per jam a. Biaya Pengmbalian Modal

=

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

1,073,352.41

Rupiah

F

10,000.00

Rupiah

G

1,083,352.41

Rupiah

H1 H2

80,625.00 1,806,000.00

Rupiah Rupiah

III

b. Asuransi dll

=

Biaya Pasti Perjam

=

Rupiah -

BIAYA OPERASI PER JAM KERJA 1 Bahan Bakar Bahan bakar pemanasan material 2 Pelumas 3 Perawatan dan perbaikan 4 Operator 5 Pembantu Operator Biaya Operasi Per jam

= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms = 12 x 0,7 Cp x Ms = ( 0,01 - 0,02 ltr / HP / Jam ) x Pw x Mp = ( 12,5 % - 17,5 % ) x B ' W' ( 1 org / Jam ) x U1 = ( 3 org / Jam ) x U2

I K

21,000.00 625,000.00

Rupiah Rupiah

L M

3,625.00 8,250.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

2,544,500.00

Rp

T

3,627,852.41

Rp

IV

TOTAL BIAYA SEWA ALAT / JAM

V

LAIN LAIN Tingkat suku bunga Upah Operator / Sopir Upah Pembantu Operator / Pembantu Sopir Bahan bakar bensin Bahan bakar solar Minyak Pelumas PPn diperhitungkan pada lembar Rekapitulasi Biaya Pekerjaan

1 2 3 4 5 6 7

( G + P )

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00

% / Tahun Rp / Jam Rp / Jam Liter Liter Liter

URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KOEF.

SATUAN

ASPHALT FINISHER Pw Cp A W B A' W' B'

47.00 6.00 6.00 2,000 715,000,000.00 6.00 2,000.00 715,000,000.00

HP Ton Tahun Jam Rupiah Tahun Jam Rupiah

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

71,500,000.00 0.30071

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

96,752.07

Rupiah

F

715.00

Rupiah

G

97,467.07

Rupiah

H1

25,262.50

Rupiah



= =

3 Biaya pasti per jam a. Biaya Pengembalian Modal =

III

b. Asuransi dll

=

Biaya Pasti Perjam

=

BIAYA OPERASI PER JAM KERJA 1 Bahan Bakar

= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms

2 Pelumas 3 Perawatan dan perbaikan

= ( 0,01 - 0,02 ltr / HP / Jam ) x Pw x Mp = ( 12,5 % - 17,5 % ) x B ' W' ( 1 org / Jam ) x U1 = ( 1 org / Jam ) x U2

I K

6,580.00 44,687.50

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

82,905.00

Rupiah

T

180,372.07

Rupiah

4 Operator 5 Pembantu Operator Biaya Operasi Per jam IV


V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KOEF.

SATUAN

ASPHALT SPRAYER Pw Cp A W B A' W' B'

15.00 800.00 5.00 2,000 145,000,000.00 5.00 2,000.00 145,000,000.00

HP Liter Tahun Jam Rupiah Tahun Jam Rupiah

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

14,500,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

21,818.28

Rupiah

F

145.00

Rupiah

G

21,963.28

Rupiah

H1

8,062.50

Rupiah



= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

2,100.00 9,062.50

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

25,600.00

Rupiah

T

47,563.28

Rupiah

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KOEF.

SATUAN

BULLDOZER 100 -150 HP Pw Cp A W B A' W' B'

5.00 2,000 700,000,000.00 5.00 2,000.00 700,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

70,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

105,329.61

Rupiah

F

700.00

Rupiah

G

106,029.61

Rupiah

H1

75,250.00

Rupiah


140.00


= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

19,600.00 43,750.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

144,975.00

Rupiah

T

251,004.61

Rupiah



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KODE

KOEF.

SATUAN

COMPRESSOR 4000 - 6500 L/M Pw Cp A W B A' W' B'

5.00 2,000 175,000,000.00 5.00 2,000.00 175,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

17,500,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

26,332.40

Rupiah

F

175.00

Rupiah

G

26,507.40

Rupiah

H1

43,000.00

Rupiah


80.00


= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

11,200.00 10,937.50

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

71,512.50

Rupiah

T

98,019.90

Rupiah

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE

KOEF.

SATUAN

URAIAN PERALATAN WHEEL LOADER 1,0 - 1,6 M

1 Jenis Peralatan 2 Tenaga 3 Kapasitas 4 Alat Baru

5 Alat Yang Dipakai

II

: a. b. c. : a. b. c.

3


105.00 1.50 5.00 2,000.00 840,000,000.00 5.00 2,000.00 840,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

84,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

126,395.53

Rupiah

F

840.00

Rupiah

G

127,235.53

Rupiah

H1

56,437.50

Rupiah



= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

14,700.00 52,500.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

130,012.50

Rupiah

T

257,248.03

Rupiah



V


1 2 3 4 5 6 7

( G + P )

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat yang dipakai

II

KOEF.

SATUAN

TANDEM ROLLER 6 - 8 T

a b c a b c


50.00 8.00 5.00 2,000.00 460,000,000.00 5.00 2,000.00 460,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

46,000,000.00 0.33

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

69,216.60

Rupiah

F

460.00

Rupiah

G

69,676.60

Rupiah

H1

26,875.00

Rupiah



= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

7,000.00 28,750.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

69,000.00

Rupiah

T

138,676.60

Rupiah



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN

URAIAN PERALATAN 1 Jeni Jeniss Pera Perala lata tan n 2 Tenaga 3 Kapasitas 4 Alat Baru

5 Alat yang dipakai

II

KODE

KOEF.

SATUAN

PNEUMATIC TYRE ROLLER 8 - 10 T

a b c a b c


60.00 10.00 5.00 1,800.00 510,000,000.00 5.00 1,800.00 510,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

51,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

85,266.82

Rupiah

F

566.67

Rupiah

G

85,833.49

Rupiah

H1

32,250.00

Rupiah

Umur Ekonomis Jam Kerja dalam 1 Tahun Harga Alat Um Umur Ekonomis Jam Kerja dalam 1 Tahun Ha Harga Alat

BIAY BIAYA A PAS PASTI TI PER PER JAM JAM KERJ KERJA A 1 Ni Nila sisa alat 2 Fa F aktor angsuran Modal

= =

3 Biaya Biaya pasti pasti per jam a. Biaya Pengembalian Modal =

III III

b. Asuransi dll

=

Biaya Pasti Perjam

=

BIAY BIAYA A OPE OPERA RASI SI PER PER JAM JAM KERJ KERJA A 1 Baha Bahan n Bak Bakar ar

= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms

2 Pel Pelumas 3 Peraw Perawat atan an dan dan perba perbaika ikan n


I K

8,400.00 35,416.67

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

82,441.67

Rupiah

T

168,275.16

Rupiah

4 Opera perattor 5 Pembantu Operator Biaya Operasi Per jam IV


V 1 2 3 4 5 6 7

( G + P )

LAIN LAIN Tingkat suku bunga Upah Operator / Sopir Upah Pembantu Operator / Pembantu Sopir Bahan bakar bensin Bahan bakar solar Minyak Pelumas PPn diperhitungkan diperhitungkan pada pada lembar lembar Rekapitulasi Rekapitulasi Biaya Pekerjaan

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Al Alat Yang Dipakai

II

: a. b. c. : a. b. c.

KOEF.

SATUAN

DUMP TRUCK Pw Cp A W B A' W' B'

125.00 8.00 5.00 2,000.00 145,000,000.00 5.00 2,000.00 145,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

14,500,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

21,818.28

Rupiah

F

145.00

Rupiah

G

21,963.28

Rupiah

H1

67,187.50

Rupiah

Umur Ekonomis Ja J am Kerja dalam 1 Tahun Harga Alat Um Umur Ekonomis Ja J am Kerja dalam 1 Tahun Harga Alat

BIAY BIAYA A PAS PASTI TI PER PER JAM JAM KERJ KERJA A 1 Nila sisa alat 2 Fa F aktor angsuran Modal

= =


III III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

17,500.00 9,062.50

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

100,125.00

Rupiah

T

122,088.28

Rupiah

4 Opera perattor 5 Pe P embantu Operator Biaya Operasi Per jam IV


V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Al Alat Yang Dipakai

II

:

a. a. b. c. : a. b. c.

KOEF.

SATUAN

GENERATOR SET Pw Cp A W B A' W' B'

175.00 125.00 5.00 2,000.00 440,000,000.00 5.00 2,000.00 440,000,000.00

HP KVA Tahun Jam Rupiah Tahun Jam Rupiah

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

44,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

66,207.18

Rupiah

F

440.00

Rupiah

G

66,647.18

Rupiah

H1

94,062.50

Rupiah

Umur Ekonomis Ja J am Kerja dalam 1 Tahun Ha Harga Alat Um Umur Ekonomis Ja J am Kerja dalam 1 Tahun Ha Harga Alat


= =


III III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

24,500.00 27,500.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

152,437.50

Rupiah

T

219,084.68

Rupiah



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Al Alat yang dipakai

II

KOEF.

SATUAN

MOTOR GRADER > 100 HP

a b c a b c


5.00 2,000.00 880,000,000.00 5.00 2,000.00 880,000,000.00

HP Tahun Jam Rupiah Tahun Jam Rupiah

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

88,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

132,414.36

Rupiah

F

880.00

Rupiah

G

133,294.36

Rupiah

H1

67,187.50

Rupiah

Umur Ekonomis Jam Kerja dalam 1 Tahun Ha Harga Alat Um Umur Ekonomis Jam Kerja dalam 1 Tahun Ha H arga Alat

125.00 -


= =


III III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

17,500.00 55,000.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

146,062.50

Rupiah

T

279,356.86

Rupiah



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN


5 Al Alat yang dipakai

II

KODE

KOEF.

SATUAN

VIBRATORY ROLLER 5 - 8 T Pw Cp A W B A' W' B'

75.00 7.00 4.00 2,000.00 500,000,000.00 4.00 2,000.00 500,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

50,000,000.00 0.38629

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

86,915.05

Rupiah

F

500.00

Rupiah

G

87,415.05

Rp

H1

40,312.50

Rupiah

Umur Ekonomis Jam Kerja dalam 1 Tahun Harga Alat a Um Umur Ekonomis b Jam Kerja dalam 1 Tahun c Ha H arga Alat


= =


III III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

10,500.00 31,250.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= H1 + H2 + I + K + L + M )

P

88,437.50

Rp

T

175,852.55

Rp



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KODE

KOEF.

SATUAN

WATER TANK TRUCK 3000 - 4000 L



100.00 4,000.00 5.00 2,000.00 50,000,000.00 5.00 2,000.00 50,000,000.00



= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

5,000,000.00 0.33438

Rupiah -

3 Biaya pasti per jam a Biaya Pengembalian Modal

=

E

7,523.54

Rupiah

b Asuransi dll

=

( B-C)xD W' 0,002 x B ' W' ( E + F )

F

50.00

Rupiah

G

7,573.54

H1

53,750.00

Rupiah

Biaya Pasti Perjam III

=

Rp


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

14,000.00 3,125.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

77,250.00

Rp

T

84,823.54

Rp

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KOEF.

SATUAN

JACK HAMMER



3.00 4.00 1,000.00 3,500,000.00 4.00 1,000.00 3,500,000.00


-


= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

350,000.00 0.38629

Rupiah -


=

E

1,216.81

Rupiah

b Asuransi dll

=

( B-C)xD W' 0,002 x B ' W' ( E + F )

F

7.00

Rupiah

G

1,223.81

Rp

H1

1,612.50

Rupiah


=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

420.00 437.50

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

8,845.00

Rp

T

10,068.81

Rp

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KOEF.

SATUAN

TAMPER



5.00 0.170 4.00 1,000.00 3,000,000.00 4.00 1,000.00 3,000,000.00



= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

300,000.00 0.38629

Rupiah -


=

E

1,042.98

Rupiah

b Asuransi dll

=

( B-C)xD W' 0,002 x B ' W' ( E + F )

F

6.00

Rupiah

G

1,048.98

Rp

H1

2,687.50

Rupiah


=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

700.00 375.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

10,137.50

Rp

T

11,186.48

Rp

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KOEF.

SATUAN

STONE CRUSHER



220.00 50.00 5.00 2,000.00 491,500,000.00 5.00 2,000.00 491,500,000.00

HP Ton/Jam Tahun Jam Rupiah Tahun Jam Rupiah


= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

49,150,000.00 0.33438

Rupiah -


=

E

73,956.43

Rupiah

b Asuransi dll

=

( B-C)xD W' 0,002 x B ' W' ( E + F )

F

491.50

Rupiah

G

74,447.93

H1

118,250.00

Rupiah


=

Rp


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

30,800.00 30,718.75

Rupiah Rupiah

L M

3,625.00 5,500.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

188,893.75

Rp

T

263,341.68

Rp



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KODE

KOEF.

SATUAN

THREE WHEEL ROLLER 6 - 8 T



55.00 8.00 5.00 2,000.00 125,000,000.00 5.00 2,000.00 125,000,000.00



= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

12,500,000.00 0.33438

Rupiah -


=

E

18,808.86

Rupiah

b Asuransi dll

=

( B-C)xD W' 0,002 x B ' W' ( E + F )

F

125.00

Rupiah

G

18,933.86

Rp

H1

29,562.50

Rupiah


=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

7,700.00 7,812.50

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

51,450.00

Rp

T

70,383.86

Rp

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KOEF.

SATUAN

CONCRETE VIBRATOR



10.00 4.00 1,000.00 12,000,000.00 4.00 1,000.00 12,000,000.00


-


= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

1,200,000.00 0.38629

Rupiah -


=

E

4,171.92

Rupiah

b Asuransi dll

=

( B-C)xD W' 0,002 x B ' W' ( E + F )

F

24.00

Rupiah

G

4,195.92

Rp

H1

5,375.00

Rupiah


=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

1,400.00 1,500.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

14,650.00

Rp

T

18,845.92

Rp

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KODE

KOEF.

SATUAN

CONCRETE MIXER 0.3 - 0.6 M3



15.00 500.00 4.00 2,000.00 45,000,000.00 4.00 2,000.00 45,000,000.00



= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

4,500,000.00 0.38629

Rupiah -


=

E

7,822.35

Rupiah

b Asuransi dll

=

( B-C)xD W' 0,002 x B ' W' ( E + F )

F

45.00

Rupiah

G

7,867.35

Rp

H1

8,062.50

Rupiah


=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

2,100.00 2,812.50

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

19,350.00

Rp

T

27,217.35

Rp

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

:

a. b. c. : a. b. c.

KOEF.

SATUAN

CRANE 10 - 15 TON



150.00 15.00 5.00 2,000.00 300,000,000.00 5.00 2,000.00 300,000,000.00



= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

30,000,000.00 0.33438

Rupiah -


=

E

45,141.26

Rupiah

b Asuransi dll

=

( B-C)xD W' 0,002 x B ' W' ( E + F )

F

300.00

Rupiah

G

45,441.26

Rp

H1

80,625.00

Rupiah


=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

21,000.00 18,750.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

126,750.00

Rp

T

172,191.26

Rp



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

: a. b. c. : a. b. c.

KOEF.

SATUAN

DUMP TRUCK 3 - 4 M3 Pw Cp A W B A' W' B'

100.00 6.00 5.00 2,000.00 100,000,000.00 5.00 2,000.00 100,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

10,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

15,047.09

Rupiah

F

100.00

Rupiah

G

15,147.09

Rupiah

H1

53,750.00

Rupiah



= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

14,000.00 6,250.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

80,375.00

Rupiah

T

95,522.09

Rupiah

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

: a. b. c. : a. b. c.

KOEF.

SATUAN

EXCAVATOR 80 - 140 HP Pw Cp A W B A' W' B'

80.00 0.50 5.00 2,000.00 250,000,000.00 5.00 2,000.00 250,000,000.00

HP M3 Tahun Jam Rupiah Tahun Jam Rupiah

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

25,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

37,617.72

Rupiah

F

250.00

Rupiah

G

37,867.72

Rupiah

H1

43,000.00

Rupiah



= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

11,200.00 15,625.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

76,200.00

Rupiah

T

114,067.72

Rupiah



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

: a. b. c. : a. b. c.

KOEF.

SATUAN

FLAT BED TRUCK 3 - 4 M3 Pw Cp A W B A' W' B'

100.00 4.00 5.00 2,000.00 250,000,000.00 5.00 2,000.00 250,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

25,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

37,617.72

Rupiah

F

250.00

Rupiah

G

37,867.72

Rupiah

H1

53,750.00

Rupiah



= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

14,000.00 15,625.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

89,750.00

Rupiah

T

127,617.72

Rupiah



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

: a. b. c. : a. b. c.

KOEF.

SATUAN

WATER PUMP 70 - 100 mm



6.00 2.00 2,000.00 5,000,000.00 2.00 2,000.00 5,000,000.00



= =

10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

500,000.00 0.65455

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

1,472.73

Rupiah

F

5.00

Rupiah

G

1,477.73

Rupiah

H1

3,225.00

Rupiah


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

840.00 312.50

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

10,752.50

Rupiah

T

12,230.23

Rupiah

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

: a. b. c. : a. b. c.

KOEF.

SATUAN

FULVI MIXER Pw Cp A W B A' W' B'

75.00 5.00 2,000.00 100,000,000.00 5.00 2,000.00 100,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

10,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

15,047.09

Rupiah

F

100.00

Rupiah

G

15,147.09

Rupiah

H1

40,312.50

Rupiah



= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

10,500.00 6,250.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

63,437.50

Rupiah

T

78,584.59

Rupiah

(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00




V 1 2 3 4 5 6 7

( G + P )


URAIAN ANALISA ALAT

No

I

URAIAN

KODE


5 Alat Yang Dipakai

II

: a. b. c. : a. b. c.

KOEF.

SATUAN

TRACK LOADER 75 - 100 HP Pw Cp A W B A' W' B'

90.00 1.60 5.00 2,000.00 300,000,000.00 5.00 2,000.00 300,000,000.00


10 % x B i x ( 1 + i ) ^ A' ( 1 + i ) Â'-1

C D

30,000,000.00 0.33438

Rupiah -

( B-C)xD W' 0,002 x B ' W' ( E + F )

E

45,141.26

Rupiah

F

300.00

Rupiah

G

45,441.26

Rupiah

H1

48,375.00

Rupiah



= =


III

b. Asuransi dll

=

Biaya Pasti Perjam

=


= ( 0,125 - 0,175 ltr / HP / Jam ) x Pw x Ms



I K

12,600.00 18,750.00

Rupiah Rupiah

L M

3,625.00 2,750.00

Rupiah Rupiah

= ( H1 + H2 + I + K + L + M )

P

86,100.00

Rupiah

T

131,541.26

Rupiah



V 1 2 3 4 5 6 7

( G + P )


(i) U1 U2 Mb Ms Mp

20.00 3,625.00 2,750.00 4,500.00 4,300.00 14,000.00


KET.

E01

Alat Baru Alat Baru Alat Baru

Khusus AMP

KET.

E02


KET.

E03


KET.

E04


KET.

E05


KET.

E15


KET.

E17


KET.

E18


KET.

E09


KET.

E12


KET.

E12


KET.

E19


KET.

E23


KET.

E26


KET.

E25


KET.

E21


KET.

E16


KET.

E20


KET.

E06


KET.

E07


KET.

E08


KET.

E10


KET.

E11


KET.

E22


KET.

E27


KET.

E14


FORMULIR STANDAR UNTUK PEREKAMAN ANALISA MASING MASING HARGA SATUAN JENIS PEKERJAAN SATUAN

NO

A 1 2

: :

LATASTON ( HRS ) M2

KOMPONEN

TENAGA Pekerja Mandor

Analisa

SATUAN

KUANTITAS

HARGA SATUAN (Rp.)

( L 01 ) ( L 03 )

Jam Jam

0.0113 0.0016

2,500.00 4,062.50

( M 03 ) ( M 04 ) ( M 05 ) ( M 10 )

M3 M3 Kg Kg

0.0121 0.0232 4.8004 5.2962

126,500.00 79,750.00 750.00 10,650.00

( E 15 ) ( E 01 ) ( E 12 ) ( E 09 ) ( E 02 ) ( E 17 ) ( E 18 )

Jam Jam Jam Jam Jam Jam Jam Ls

0.0011 0.0016 0.0016 0.0143 0.0020 0.0017 0.0013 1.0000

#REF! #REF! #REF! #REF! #REF! #REF! #REF! 500.00

JUMLAH HARGA TENAGA B 1 2 3 4

BAHAN Agregat Kasar Agregat Halus Filler Aspal JUMLAH HARGA BAHAN

C 1 2 3 4 5 6 7 8

PERALATAN Wheel Loader AMP Genset Dump Truck Aspal Finisher Tandem Roller Pneumatic Tyre Roller Alat Bantu

JUMLAH HARGA PERALATAN JUMLAH JASA 10 % JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN

1 2 3 4

Satuan dapat berdasarkan atas jam operasi untuk tenaga kerja dan peralatan, Volume dan / atau ukuran berat untuk baha Kuantitas satuan adalah kuantitas setiap komponen untuk menyelesaikan satu satuan pekerjaan dari nomor mata pembay Biaya satuan untuk peralatan sudah termasuk bahan bakar, bahan habis dipakai dan operator Biaya satuan sudah termasuk pengeluaran untuk seluruh pajak yang berkaitan ( tetapi tidak termasuk PPN yang dibayar dan biaya biaya lainnya

SATUAN

:

URAIAN ANALISA HARGA SATUAN LATASTON ( HRS ) M2

No

URAIAN

I 1 2 3 4 5 6 7

ASUMSI Menggunakan alat berat ( cara mekanik ) Lokasi pekerjaan sepanjang jalan Kondisi existing jalan sedang Jarak rata rata Base Camp ke Lokasi pekerjaan Tebal lapisan padat Jam kerja efektif 1 hari Faktor kehilangan material - Agregat - Aspal

KODE

KOEF.

Analisa

SATUAN

L t Tk

20.0 0.03 7.00

Km m Jam

Fh 1 Fh 2

1.10 1.05

-

8 Komposisi campuran HRS ( Spesifikasi ) - Coarse Agregat 20 - 40 % - Fine Agregat 47 - 67 % - Fraksi Filler 5 - 9 % - Aspal minimum 7,3 %

CA FA FF As

29.50 56.50 6.49 7.51

% % % %

9 Berat jenis bahan - HRS - Coarse Agregat dan fine agregat - Fraksi Filler - Aspal

D1 D2 D3 D4

2.24 1.80 2.00 1.03

t / m3 t / m3 t / m3 t / m3

II 1 2 3 4

III 1 a b c d

METODA KERJA WHEEL LOADER memuat agregat dan aspal kedalam Coldbin AMP Agregat dan aspal dicampur dan dipanaskan dengan AMP untuk dimuat langsung ke dalam Dump Truck dan diangkut ke lokasi pekerjaan. Campuran panas HRS dihampar dengan Finisher dan dipadatakan dengan Tandem dan Peneumatic Tire Roller Selama pemadatan sekelompok pekerja merapikan tepi hamparan dengan menggunakan alat bantu PEMAKAIAN BAHAN ALAT DAN TENAGA BAHAN Agregat kasar = {( CA x D1 x t m3 ) x ( Fh 1 )}/ D2 Agregat halus = {( FA x D1 x t m3 ) x ( Fh 1 )}/ D2 Filler = {( FF x D1 x t m3 ) x ( Fh 1 )} Aspal = {( AS x D1 x t m3 ) x ( Fh 2 )}x1000

2 ALAT a Wheel Loader Kapasitas bucket Faktor bucket Faktor efisiensi alat Waktu siklus - Muat - Lain lain

M03 M04 M05 M10

( E 15 ) V Fb Fa Ts 1 T1 T2 Ts 1

Kap Produksi / Jam

=

Koefisien Alat / m2

=

D2 x V x Fb x Fa x 60 D1 x t x Ts1 1 / Q1

0.0121 0.0232 4.8004 5.2962

m3 m3 Kg Kg

1.50 0.90 0.83

m3 -

1.50 0.50 2.00

menit menit menit

Q1

900.40

m2

( E 15 )

0.0011

Jam

No

URAIAN

b Aspalt Mixing Plant ( AMP ) Kapasitas produksi faktor Efisiensi alat

KODE

( E 01 ) V Fa

KOEF.

50.00 0.83

SATUAN

ton / jam -

Kapasitas produksi / jam

=

V x Fa D1 x t

Q2

617.56

m2

Koefisien Alat / m2

=

1 / Q2

( E 01 )

0.0016

Jam

( E 12 ) Q3

617.56

m2

( E 12 )

0.0016

Jam

8.00 0.83 40.00 50.00 0.50 1.00

ton km / jam km / jam ton menit

16.00 30.00 15.00 24.00 85.00

menit menit menit menit menit

c Generator Set ( Genset ) Kapasitas produksi / jam = sama dengan AMP Koefisien Alat / m2

=

d Dump Truk ( DT ) Kapasitas bak Faktor efisiensi alat Kecepatan rata rata bermuatan Kecepatan rata rata kosong Kapasitas AMP batch Waktu menyiapkan 1 batch HRS Waktu Siklus - Mengisi bak = - Angkut = - Tunggu + Dumping + Putar - Kembali =

1 / Q3

( V : Q2b ) x Tb ( L : v1 ) x 60 menit ( L : v2 ) x 60 menit

( E 09 ) V Fa v1 v2 Q2 b Tb Ts2 T1 T2 T3 T4 Ts2

Kapasitas Produksi / jam

=

V x Fa x 60 D1 x t x Ts2

Q4

69.75

m2

Koefisien Alat / m2

=

1 / Q4

( E 09 )

0.0143

Jam

( E 02 ) V Fa

40.00 0.83

e Finisher Kapasitas produksi Faktor efisiensi alat

km / jam -


=

V x Fa D1 x t

Q5

494.05

m2

Koefisien Alat / m2

=

1 / Q5

( E 02 )

0.0020

Jam

( E 17 ) v b n Fa

3.50 1.20 6.00 0.83

f Tandem Roller Kecepatan rata rata alat Lebar efektif pemadatan Jumlah lintasan Faktor efisiensi alat

km/jam m lintasan -


=

( v x 1000 ) x b x Fa n

Q6

581.00

m2

Koefisien Alat / m2

=

1 / Q6

( E 17 )

0.0017

Jam

No

URAIAN

g Pneumatic Tire Roller Kecepatan rata rata alat Lebar efektif pemadatan Jumlah lintasan Faktor efisiensi alat

KODE

( E 18 ) v b n Fa

KOEF.

5.00 1.50 8.00 0.83

SATUAN

km / jam m lintasan -


=

( v x 1000 ) x b x Fa n

Q7

778.13

m2

Koefisien Alat / m2

=

1 / Q7

( E 18 )

0.0013

Jam

h Alat Bantu Diperlukan : - Kereta dorong = 2 - Skop = 3 - Garpu = 2 - Tongkat kontrol ketebalan hamparan

bh bh bh

3 TENAGA Produksi menentukan : ASPALT MIXING PLANT ( AMP ) Produksi HRS / hari = Tk x Q2 Kebutuhan tenaga - Pekerja - Mandor Koefisien tenaga /m2 : - Pekerja - Mandor

= =

( Tk x P ) / Qt ( Tk x M ) / Qt

4 HARGA DASAR SATUAN UPAH, BAHAN, DAN ALAT ( Lihat Lampiran ) 5 ANALISA HARGA SATUAN PEKERJAAN Lihat perhitungan dalam " Formulir Standart Untuk Perekaman Analisa Masing - nasing Harga Satuan " DIDAPAT HARGA SATUAN PEKERJAAN Rp

#REF!

/ M2

6 WAKTU PELAKSANAAN YANG DIPERLUKAN Masa Pelaksanaan = . . . . . . . Bulan 7 VOLUME PEKERJAAN YANG DIPERLUKAN Volume Pekerjaan = . . . . . . . M2

Q2 Qt

617.56 4,322.92

P M

7.00 1.00

( L 01 ) ( L 03 )

0.0113 0.0016

m2 / jam m2

orang orang

jam jam


NO

A 1 2

: :

LASTON ( AC ) M2

KOMPONEN


Analisa

SATUAN

KUANTITAS

HARGA SATUAN (Rp.)

( L 01 ) ( L 03 )

Jam Jam

0.0217 0.0022

2,500.00 4,062.50

( M 03 ) ( M 04 ) ( M 05 ) ( M 10 )

M3 M3 Kg Kg

0.0336 0.0149 4.8015 6.6150

126,500.00 79,750.00 750.00 10,650.00

( E 15 ) ( E 01 ) ( E 12 ) ( E 09 ) ( E 02 ) ( E 17 ) ( E 18 )


0.0015 0.0022 0.0022 0.0348 0.0027 0.0016 0.0023 1.0000




C 1 2 3 4 5 6 7 8



1 2 3 4


URAIAN ANALISA HARGA SATUAN LASTON ( AC ) SATUAN

:

M2

No

URAIAN

I 1 2 3 4 5 6 7

II

Analisa

ASUMSI Menggunakan alat berat Lokasi pekerjaan sepanjang jalan Kondisi existing jalan sedang Jarak rata rata Base Camp ke Lokasi pekerjaan Tebal lapisan ( AC ) padat Jam kerja efektif 1 hari Faktor kehilangan material - Agregat - Aspal

KODE

KOEF.

SATUAN

L t Tk

20.0 0.04 7.00

Km m Jam

Fh 1 Fh 2

1.10 1.05

-

8 Komposisi campuran AC ( Spesifikasi ) - Coarse Agregat 30 - 50 % - Fine Agregat 39 - 59 % - Filler 4,5 - 7,5 % - Aspal minimum 6,7 %

CA FA FF As

61.15 27.00 4.85 7.00

% % % %

9 Berat jenis bahan - AC - Coarse Agregat dan fine agregat - Filler - Aspal

D1 D2 D3 D4

2.25 1.80 2.00 1.03

t / m3 t / m3 t / m3 t / m3

METODA KERJA 1 WHEEL LOADER memuat agregat dan aspal kedalam Coldbin AMP 2 Agregat dan aspal dicampur dan dipanaskan dengan AMP untuk dimuat langsung ke dalam Dump Truck dan diangkut ke lapangan 3 Campuran panas AC dihampar dengan Finisher dan dipadatakan dengan Tandem dan Tire Roller 4 Selama pemadatan sekelompok pekerja merapikan tepi hamparan dengan menggunakan alat bantu

III 1 a b c d

PEMAKAIAN BAHAN ALAT DAN TENAGA BAHAN Agregat kasar = {( CA x D1 x t m3 ) x ( Fh 1 )}/ D2 Agregat halus = {( FA x D1 x t m3 ) x ( Fh 1 )}/ D2 Filler = {( FF x D1 x t m3 ) x ( Fh 1 )} Aspal = {( AS x D1 x t m3 ) x ( Fh 2 )}x1000


M03 M04 M05 M10

( E 15 ) V Fb Fa Ts 1 T1 T2 Ts 1

Kap Produksi / Jam

=

Koefisien Alat / m2

=

D2 x V x Fb x Fa x 60 D1 x t x Ts1 1 / Q1

0.034 0.015 4.802 6.615

m3 m3 Kg Kg

1.50 0.90 0.83

m3 -

1.50 0.50 2.00

menit menit menit

Q1

672.30

m3

( E 15 )

0.0015

Jam

No

URAIAN

b Aspalt Mixing Plant ( AMP ) Kapasitas produksi faktor Efisiensi alat

KODE

( E 01 ) V Fa

KOEF.

50.00 0.83

SATUAN

ton / jam -


=

V x Fa D1 x t

Q2

461.11

m2

Koefisien Alat / m2

=

1 / Q2

( E 01 )

0.0022

Jam

( E 12 ) Q3

461.11

m2

( E 12 )

0.0022

Jam

4.00 0.83 40.00 50.00 0.50 1.00

m3 km / jam km / jam ton menit

8.00 29.99 15.00 23.99 76.98



=

d Dump Truk ( DT ) Kapasitas bak Faktor efisiensi alat Kecepatan rata rata bermuatan Kecepatan rata rata kosong Kapasitas AMP batch Waktu menyiapkan 1 batch AC Waktu Siklus - Mengisi bak = - Angkut = - Tunggu + Dumping + Putar - Kembali =

1 / Q3

( V : Q2b ) x Tb ( L : v1 ) x 60 menit ( L : v2 ) x 60 menit



=

V x Fa x 60 D1 x t x Ts2

Q4

28.75

m2

Koefisien Alat / m2

=

1 / Q4

( E 09 )

0.0348

Jam

( E 02 ) V Fa

40.00 0.83

e Finisher Kapasitas produksi Faktor efisiensi alat

ton / jam -


=

V x Fa D1 x t

Q5

368.89

m2

Koefisien Alat / m2

=

1 / Q5

( E 02 )

0.0027

Jam

( E 17 ) v b n Fa

2.50 1.20 4.00 0.83




=

( v x 1000 ) x b x Fa n

Q6

622.50

m2

Koefisien Alat / m2

=

1 / Q6

( E 17 )

0.0016

Jam

No

URAIAN


KODE

( E 18 ) v b n Fa

KOEF.

3.50 1.20 8.00 0.83

SATUAN



=

( v x 1000 ) x b x Fa n

Q7

435.75

m2

Koefisien Alat / m2

=

1 / Q7

( E 18 )

0.0023

Jam

h Alat Bantu Diperlukan : - Rambu = 2 - Kereta dorong = 2 - Skop = 3 - Garpu = 2 - Tongkat kontrol ketebalan hamparan

bh bh bh bh

3 TENAGA Produksi menentukan : ASPALT MIXING PLANT ( AMP ) Produksi AC / hari = Tk x Q2 Kebutuhan tenaga - Pekerja - Mandor Koefisien tenaga /m2 : - Pekerja - Mandor

= =

( Tk x P ) / Qt ( Tk x M ) / Qt


#REF!

/ M2

6 WAKTU PELAKSANAAN YANG DIPERLUKAN Masa Pelaksanaan = . . . . . . . Bulan 7 VOLUME PEKERJAAN YANG DIPERLUKAN Volume Pekerjaan = . . . . . . . M2

Q2 Qt

461.11 3,227.78

P M

10.00 1.00

( L 01 ) ( L 03 )

0.0217 0.0022

m2 / jam m2

orang orang

jam jam


NO

A 1 2

: :

ASPHALT TREATED BASE ( ATB ) M3

KOMPONEN


SATUAN

Analisa

KUANTITAS

HARGA SATUAN (Rp.)

( L 01 ) ( L 03 )

Jam Jam

0.3880 0.0554

2,500.00 4,062.50

( M 03 ) ( M 04 ) ( M 05 ) ( M 10 )

M3 M3 Kg Kg

0.7028 0.5341 139.2 157.0

126,500.00 79,750.00 750.00 10,650.00

( E 15 ) ( E 01 ) ( E 12 ) ( E 09 ) ( E 02 ) ( E 17 ) ( E 18 )


0.0380 0.0554 0.0554 0.4906 0.0767 0.0430 0.0321 1.0000




C 1 2 3 4 5 6 7 8



1 2 3 4


URAIAN ANALISA HARGA SATUAN ASPHALT TREATED BASE ( ATB ) SATUAN

:

M3

No

Analisa

URAIAN

I 1 2 3 4 5 6 7

ASUMSI Menggunakan alat berat ( Cara mekanik ) Lokasi pekerjaan sepanjang jalan Kondisi existing jalan sedang Jarak rata rata Base Camp ke Lokasi pekerjaan Tebal lapisan ( ATB ) padat Jam kerja efektif 1 hari Faktor kehilangan material - Agregat - Aspal

KODE

KOEF.

SATUAN

L t Tk

20.0 0.04 7.00

Km m Jam

Fh 1 Fh 2

1.10 1.05

-

8 Komposisi campuran ATB ( Spesifikasi ) - Coarse Agregat 40 - 60 % - Fine Agregat 26 - 49,5 % - Fraksi Filler 4,5 - 7,5 % - Aspal minimum 6 %

CA FA FF As

50.00 38.00 5.50 6.50

% % % %

9 Berat jenis bahan - ATB - Coarse Agregat dan fine agregat - Fraksi Filler - Aspal

D1 D2 D3 D4

2.30 1.80 2.00 1.03

t / m3 t/m3 t/m3 t/m3

II 1 2 3 4

III 1 a b c d

METODA KERJA WHEEL LOADER memuat agregat dan aspal kedalam Coldbin AMP Agregat dan aspal dicampur dan dipanaskan dengan AMP untuk dimuat langsung ke dalam Dump truck dan diangkut ke lokasi pekerjaan Campuran panas ATB dihampar dengan Finisher dan dipadatakan dengan Tandem dan Pneumatic Roller Selama pemadatan sekelompok pekerja merapikan tepi hamparan dengan menggunakan alat bantu PEMAKAIAN BAHAN ALAT DAN TENAGA BAHAN Agregat kasar = {( CA x D1 x 1 m3 ) x ( Fh 1 )}/ D2 Agregat halus = {( FA x D1 x 1 m3 ) x ( Fh 1 )}/ D2 Filler = {( FF x D1 x 1 m3 ) x ( Fh 1 )} Aspal = {( AS x D1 x 1 m3 ) x ( Fh 2 )}


M03 M04 M05 M10

( E 15 ) V Fb Fa Ts 1 T1 T2 Ts 1

Kap Produksi / Jam

=

Koefisien Alat / m2

=

D2 x V x Fb x Fa x 60 D1 x Ts1 1 / Q1

Q1 ( E 15 )

0.7028 0.5341 139.2 157.0

m3 m3 Kg Kg

1.50 0.90 0.83

m3 -

1.50 0.50 2.00

menit menit menit

26.31

m3

0.0380

Jam

No

URAIAN

KODE

b Aspalt Mixing Plant ( AMP ) Kapasitas produksi Faktor Efisiensi alat

KOEF.

SATUAN

( E 01 ) V Fa

50.00 0.83

ton / jam -


=

V x Fa D1

Q2

18.04

m3

Koefisien Alat / m3

=

1 / Q2

( E 01 )

0.0554

Jam

( E 12 ) Q3

18.04

m3

( E 12 )

0.0554

Jam

8.00 0.83 40.00 50.00 0.50 1.00

ton km / jam km / jam ton menit

16.00 29.99 15.00 23.99 84.99


2.04

m3

0.4906

Jam


=

1 / Q3

d Dump Truk ( DT ) Kapasitas bak Faktor efisiensi alat Kecepatan rata rata bermuatan Kecepatan rata rata kosong Kapasitas AMP batch Waktu menyiapkan 1 batch ATB Waktu Siklus - Mengisi bak = ( V : Q2b ) x Tb - Angkut = ( L : v1 ) x 60 menit - Tunggu + Dumping + Putar - Kembali = ( L : v2 ) x 60 menit



=

V x Fa x 60 D1 x Ts2

Q4

Koefisien Alat / m3

=

1 / Q4

( E 09 )

e Finisher Kapasitas produksi Faktor efisiensi alat Kapasitas produksi / jam

=

Koefisien Alat / m3

=

V x Fa D1 1 / Q5


V Fa

40.00 0.75

ton/jam -

Q5

13.04

m3

( E 02 )

0.0767

Jam

( E 17 ) v b n Fa

3.50 1.20 6.00 0.83



=

( v x 1000 ) x b x t x Fa n

Q6

23.24

m3

Koefisien Alat / m3

=

1 / Q6

( E 17 )

0.0430

Jam

No

URAIAN


KODE

( E 18 ) v b n Fa

KOEF.

5.00 1.50 8.00 0.83

SATUAN



=

( v x 1000 ) x b x t x Fa n

Q7

31.13

m3

Koefisien Alat / m3

=

1 / Q7

( E 18 )

0.0321

Jam

Q2 Qt

18.04 126.30

m3 / jam m3

P M

7.00 1.00

h Alat Bantu Diperlukan : - Kereta dorong = 2 - Skop = 3 - Garpu = 2 - Tongkat kontrol ketebalan hamparan

bh bh bh

3 TENAGA Produksi menentukan : ASPALT MIXING PLANT ( AMP ) Produksi ATB / hari = Tk x Q2 Kebutuhan tenaga - Pekerja - Mandor Koefisien tenaga /m2 : - Pekerja - Mandor

= =

( Tk x P ) / Qt ( Tk x M ) / Qt


#REF!

/ M3

6 WAKTU PELAKSANAAN YANG DIPERLUKAN Masa Pelaksanaan = . . . . . . . . Bulan 7 VOLUME PEKERJAAN YANG DIPERLUKAN Volume Pekerjaan = . . . . . . . . M2

( L 01 ) ( L 03 )

0.3880 0.0554

orang orang

jam jam


NO

A 1 2

: :

LAPIS RESAP PENGIKAT (PRIME COAT) LITER

KOMPONEN


SATUAN

Analisa

KUANTITAS

HARGA SATUAN (Rp.)

( L 01 ) ( L 03 )

Jam Jam

0.0301 0.0060

2,500.00 4,062.50

( M 10 ) ( M 11 )

Kg Liter

0.6417 0.4889

10,650.00 1,000.00

( E 03 ) ( E 05 ) ( E 08 )

Jam Jam Jam

0.0030 0.0031 0.0030

#REF! #REF! #REF!

JUMLAH HARGA TENAGA B 1 2

BAHAN Aspal ( M 10 ) Karosene ( M 11 ) JUMLAH HARGA BAHAN

C 1 2 3

PERALATAN Asphalt Sprayer Compresor Dump Truck


1 2 3 4


URAIAN ANALISA HARGA SATUAN LAPIS RESAP PENGIKAT SATUAN

:

L

Analisa

No

URAIAN

I 1 2 3 4 5 6

KODE

ASUMSI Menggunakan alat berat Lokasi pekerjaan sepanjang jalan Jarak rata rata Base Camp ke Lokasi pekerjaan Jam kerja efektif 1 hari Faktor kehilangan material Komposisi campuran AC ( Spesifikasi ) - Aspal AC - 10 atau AC - 20 - Minyak Flux / pencair

7 Berat jenis bahan - Aspal AC - 10 atau AC - 20 - Minyak Flux / pencair

KOEF.

L Tk Fh

20.00 7.00 1.10

AS K

56 44

D1 D2

1.05 0.80

SATUAN

Km Jam % %

Kg / Lt Kg / Lt

8 Bahan dasar ( aspal dan minyak pencair ) semuanya diterima di Lokasi Pekerjaan II 1 2 3 4

III

METODA KERJA Aspal dan minyak Flux dicampur dan dipanaskan sehingga menjadi campuran aspal cair Permukaan yang akan dilapis dibersihkan dari debu dan kotoran dg air kompresor Campuran aspal cair disemprotkan dg aspahalt sprayer ke atas permukaan yg akan dilapis Angkutan aspal dan minyak Flux menggunakan Dump truck

PEMAKAIAN BAHAN ALAT DAN TENAGA 1 BAHAN Untuk mendapatkan 1 liter lapis resap pengikat diperlukan ( 1 Liter x Fh ) a Aspal = AS x PC x D1 b Kerosene = K x PC 2 ALAT a Asphalt Sprayer Kapasitas alat Faktor efisiensi alat Waktu siklus ( termasuk proses pemanasan ) Kap Produksi / Jam

=

Koefisien Alat / Liter

=

V x Fa Ts 1 / Q1

b Air Compresor Kapasitas alat -----------> Diambil Aplikasi Lapis Resap Pengikat Rata rata ( Spesifikasi )

PC M10 M11

1.1000 0.6417 0.4889

liter kg liter

( E 03 ) V Fa Ts

800.00 0.83 2.00

liter jam

Q1

332.00

liter

( E 03 )

0.0030

jam

( E 05 ) V Ap

400.00 0.80

m2 / jam liter / m2


=

V x Ap

Q2

320.00

liter

Koefisien Alat / liter

=

1 / Q2

( E 05 )

0.0031

jam

No

URAIAN

KODE

c Dump Truk ( DT ) Sebagai alat pengangkut bahan di lokasi pekerjaan Dump Truck melayani alat Asphalt Sprayer

KOEF.

SATUAN

( E 08 )


=

V x Fa Ts

Q3

332.00

liter

Koefisien Alat / m2

=

1 / Q3

( E 08 )

0.0030

jam

Q4 Qt

332.00 2,324.00

Liter Liter

P M

10.00 2.00

orang orang

3 TENAGA Produksi menentukan : ASPALT FINISHER Produksi Lapis Resap Pengikat / hari

=

Tk x Q4

Kebutuhan tenaga - Pekerja - Mandor Koefisien tenaga /liter : - Pekerja - Mandor

= =

( Tk x P ) / Qt ( Tk x M ) / Qt


#REF!

/ LITER

6 WAKTU PELAKSANAAN YANG DIPERLUKAN Masa Pelaksanaan = . . . . . . . . Bulan 7 VOLUME PEKERJAAN YANG DIPERLUKAN Volume Pekerjaan = . . . . . . . . Liter

( L 01 ) ( L 03 )

0.0301 0.0060

jam jam


NO

A 1 2

: :

LAPIS PONDASI AGREGAT KLAS A M3

KOMPONEN


SATUAN

Analisa

KUANTITAS

HARGA SATUAN (Rp.)

( L 01 ) ( L 03 )

Jam Jam

0.4373 0.0625

2,500.00 4,062.50

( M 03 ) ( M 04 )

M3 M3

0.7680 0.4320

126,500.00 79,750.00

( E 15 ) ( E 09 ) ( E 13 ) ( E 19 ) ( E 18 ) ( E 23 )

Jam Jam Jam Jam Jam Jam Ls

0.0625 0.1994 0.0117 0.0178 0.0043 0.0211 1.0000

#REF! #REF! #REF! #REF! #REF! #REF! 500.00


BAHAN Agregat Kasar Agregat Halus JUMLAH HARGA BAHAN

C 1 2 3 4 5 6 7

PERALATAN Wheel Loader Dump Truck Motor Grader Vibratory Roller Pneumatic Tyre Roller Water Tank Truck Alat Bantu

JUMLAH HARGA PERALATAN JUMLAH JASA 10 % JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN UNTUK 1 M2 TEBAL 20 CM UNTUK 1 M2 TEBAL 15 CM UNTUK 1 M2 TEBAL 10 CM

1 2 3 4


URAIAN ANALISA HARGA SATUAN LAPIS PONDASI AGREGAT KLAS A SATUAN

:

M3

No

Analisa

URAIAN

I 1 2 3 4 5 6 7 8

ASUMSI Menggunakan alat berat Cara mekanik Lokasi pekerjaan sepanjang jalan Kondisi existing jalan sedang Jarak rata rata Base Camp ke Lokasi pekerjaan Tebal Agregat padat Faktor kembang material ( padat - lepas ) Jam kerja efektif per hari Proporsi campuran - Agregat Kasar - Agregat halus

II

METODA KERJA 1 WHEEL LOADER mencampur dan memuat agregat ke dalam Dump Truck di Base camp 2 Dump Truck mengangkut Agregat ke lokasi pekerjaan dan dihampar dg motor Grader 3 Hamparan Agregat di basahi dengan Water Tank Truck sebelum dipadatkan dengan Tandem Roller & PTR 4 Selama pemadatan sekelompok pekerja akan merapikan tepi hamparan dan level permukaan dengan menggunakan alat bantu

III

PEMAKAIAN BAHAN ALAT DAN TENAGA 1 BAHAN a Agregat kasar = Ak x 1 m3 x Fk b Agregat halus = Ah x 1 m3 x Fk 2 ALAT a Wheel Loader Kapasitas bucket Faktor bucket Faktor efisiensi alat Waktu siklus - Mencampur - Memuat dan Lain lain

KODE

=

Koefisien Alat / m3

=

V x Fb x Fa x 60 Fk x Ts1 1 / Q1

b Dump Truk ( DT ) Kapasitas bak Faktor efisiensi alat Kecepatan rata rata bermuatan Kecepatan rata rata kosong Waktu Siklus - Waktu tempuh isi = ( L : v1 ) x 60 menit - Waktu tempuh kosong = ( L : v2 ) x 60 menit - lain lain termasuk menurunkan Agregat

SATUAN

L t Fk Tk

20.0 0.15 1.20 7.00

Km m

Ak Ah

64.00 36.00

% %

0.7680 0.4320

m3 m3

1.50 0.90 0.83

m3 -

2.50 1.00 3.50

menit menit menit

M03 M04

( E 15 ) V Fb Fa Ts 1 T1 T2 Ts 1

Kap Produksi / Jam

KOEF.

Jam

Q1

16.01

m3

( E 15 )

0.0625

Jam

6.00 0.83 45.00 60.00

m3 km / jam km / jam

26.65 19.99 3.00

menit menit menit

49.65

menit

( E 09 ) V Fa v1 v2 Ts2 T1 T2 T3 Ts2

No

URAIAN

KODE


=

V x Fa x 60 Fk x Ts2

Q2

Koefisien Alat / m3

=

1 / Q2

( E 09 )

c Motor Grader Panjang hamparan Lebar efektif kerja blade Faktor Efisiensi alat Kecepatan rata rata alat Jumlah lintasan Waktu siklus - Perataan 1 Lintasan - Lain lain

=

Lh : ( v x 1000 x 60 menit )

( E 13 ) Lh b Fa v n Ts 3 T1 T2 Ts 3

KOEF.

SATUAN

5.02

m3

0.1994

Jam

50.00 2.40 0.83 4.00 6.00

m m km / jam Lintas

0.75 1.00 1.75

menit menit menit


=

Lh x b x t x Fa x 60 n x Ts 3

Q3

85.37

m3

Koefisien Alat / m3

=

1 / Q3

( E 02 )

0.0117

Jam

( E 19 ) v b n Fa

3.00 1.20 8.00 0.83

d Vibratory Roller Kecepatan rata rata alat Lebar efektif pemadatan Jumlah lintasan Faktor efisiensi alat



=

( v x 1000 ) x b x t x Fa n

Q4

56.03

m3

Koefisien Alat / m3

=

1 / Q4

( E 19 )

0.0178

Jam

( E 18 ) v b n Fa

5.00 1.50 4.00 0.83

e Pneumatic Tire Roller Kecepatan rata rata alat Lebar efektif pemadatan Jumlah lintasan Faktor efisiensi alat Kapasitas produksi / jam

=

Koefisien Alat / m3

=

( v x 1000 ) x b x t x Fa n 1 / Q5

f Water Tank Truck Volume tangki air Kebutuhan air / m3 agregat padat Pengisian tangki / jam Faktor efisiensi alat

km/jam m lintasan -

Q5

233.44

m3

( E 18 )

0.0043

Jam

( E 23 ) v Wc n Fa

4.00 0.07 1.00 0.83

m3 m3 kali -


=

v x n x Fa Wc

Q6

47.43

m3

Koefisien Alat / m3

=

1 / Q6

( E 23 )

0.0211

Jam

No

URAIAN

KODE

KOEF.

SATUAN

g Alat Bantu Diperlukan : - Kereta dorong - Skop - Garpu

= = =

2 3 2

bh bh bh

3 TENAGA Produksi menentukan : WHEEL LOADER Produksi Agregat / hari = Tk x Q1 Kebutuhan tenaga - Pekerja - Mandor Koefisien tenaga /m2 : - Pekerja - Mandor

= =

( Tk x P ) / Qt ( Tk x M ) / Qt


#REF!

/ M2


Q1 Qt

16.01 112.05

P M

7.00 1.00

( L 01 ) ( L 03 )

0.4373 0.0625

m3 / jam m3

orang orang

jam jam


NO

A 1 2

: :

LAPIS PONDASI AGREGAT KLAS B M3

KOMPONEN


SATUAN

Analisa

KUANTITAS

HARGA SATUAN (Rp.)

( L 01 ) ( L 03 )

Jam Jam

0.4373 0.0625

2,500.00 4,062.50

( M 03 ) ( M 04 )

M3 M3

0.7080 0.4920

126,500.00 79,750.00

( E 15 ) ( E 09 ) ( E 13 ) ( E 19 ) ( E 18 ) ( E 23 )

Jam Jam Jam Jam Jam Jam Ls

0.0625 0.1994 0.0117 0.0178 0.0043 0.0211 1.0000

#REF! #REF! #REF! #REF! #REF! #REF! 500.00


BAHAN Agregat Kasar Agregat Halus JUMLAH HARGA BAHAN

C 1 2 3 4 5 6 7

PERALATAN Wheel Loader Dump Truck Motor Grader Vibratory Roller Pneumatic Tyre Roller Water Tank Truck Alat Bantu

JUMLAH HARGA PERALATAN JUMLAH JASA 10 % JUMLAH ( BELUM TERMASUK PPN ) DIBULATKAN UNTUK 1 M2 TEBAL 20 CM UNTUK 1 M2 TEBAL 15 CM UNTUK 1 M2 TEBAL 10 CM

1 Satuan dapat berdasarkan atas jam operasi untuk tenaga kerja dan peralatan, Volume dan / atau ukuran berat untuk baha 2 Kuantitas satuan adalah kuantitas setiap komponen untuk menyelesaikan satu satuan pekerjaan dari nomor mata pembay 3 Biaya satuan untuk peralatan sudah termasuk bahan bakar, bahan habis dipakai dan operator 4 Biaya satuan sudah termasuk pengeluaran untuk seluruh pajak yang berkaitan ( tetapi tidak termasuk PPN yang dibayar dan biaya biaya lainnya

URAIAN ANALISA HARGA SATUAN LAPIS PONDASI AGREGAT KLAS B SATUAN

:

M3

No

Analisa

URAIAN

I 1 2 3 4 5 6 7 8

ASUMSI Menggunakan alat berat Lokasi pekerjaan sepanjang jalan Kondisi existing jalan sedang Jarak rata rata Base Camp ke Lokasi pekerjaan Tebal Agregat padat Faktor kembang material ( padat - lepas ) Jam kerja efektif per hari Proporsi campuran - Agregat Kasar - Agregat halus

II

METODA KERJA 1 WHEEL LOADER mencampur dan memuat agregat ke dalam Dump Truck di Base camp 2 Dump Truck mengangkut Agregat ke lokasi pekerjaan dan dihampar dengan motor Grader 3 Hamparan Agregat di basahi dengan Water Tank Truck sebelum dipadatkan dengan Tandem Roller & PTR 4 Selama pemadatan sekelompok pekerja akan merapikan tepi hamparan dan level permukaan dengan menggunakan alat bantu

III

PEMAKAIAN BAHAN ALAT DAN TENAGA 1 BAHAN a Agregat kasar = Ak x 1 m3 x Fk b Agregat halus = Ah x 1 m3 x Fk 2 ALAT a Wheel Loader Kapasitas bucket Faktor bucket Faktor efisiensi alat Waktu siklus - Mencampur - Memuat dan Lain lain

KODE

=

Koefisien Alat / m2

=

V x Fb x Fa x 60 Fk x Ts1 1 / Q1

b Dump Truk ( DT ) Kapasitas bak Faktor efisiensi alat Kecepatan rata rata bermuatan Kecepatan rata rata kosong Waktu Siklus - Waktu tempuh isi = ( L : v1 ) x 60 menit - Waktu tempuh kosong = ( L : v2 ) x 60 menit - lain lain termasuk menurunkan Agregat

SATUAN

L t Fk Tk

20.0 0.15 1.20 7.00

Km m

Ak Ah

59.00 41.00

% %

0.7080 0.4920

m3 m3

1.50 0.90 0.83

m3 -

2.50 1.00 3.50

menit menit menit

M03 M04

( E 15 ) V Fb Fa Ts 1 T1 T2 Ts 1

Kap Produksi / Jam

KOEF.

Q1 ( E 15 ) ( E 09 ) V Fa v1 v2 Ts2 T1 T2 T3 Ts2

Jam

16.01

m3

0.0625

Jam

6.00 0.83 45.00 60.00

m3 km / jam km / jam

26.65 19.99 3.00

menit menit menit

49.65

menit

No

URAIAN

KODE


=

V x Fa x 60 Fk x Ts2

Q2

Koefisien Alat / m2

=

1 / Q2

( E 09 )

c Motor Grader Panjang hamparan Lebar efektif kerja blade Faktor Efisiensi alat Kecepatan rata rata alat Jumlah lintasan Waktu siklus - Perataan 1 Lintasan - Lain lain

( E 13 ) Lh b Fa v n Ts 3 T1 T2 Ts 3

KOEF.

SATUAN

5.02

m3

0.1994

Jam

50.00 2.40 0.83 4.00 6.00

m m km / jam Lintas

0.75 1.00 1.75

menit menit menit

=

( Lh x 60 ) : ( v x 1000 )


=

Lh x b x t x Fa x 60 n x Ts 3

Q3

85.37

m3

Koefisien Alat / m2

=

1 / Q3

( E 02 )

0.0117

Jam

( E 17 ) v b n Fa

3.00 1.20 8.00 0.83

d Vibratory Roller Kecepatan rata rata alat Lebar efektif pemadatan Jumlah lintasan Faktor efisiensi alat



=

( v x 1000 ) x b x t x Fa n

Q4

56.03

m3

Koefisien Alat / m2

=

1 / Q4

( E 17 )

0.0178

Jam

( E 18 ) v b n Fa

5.00 1.50 4.00 0.83

e Pneumatic Tire Roller Kecepatan rata rata alat Lebar efektif pemadatan Jumlah lintasan Faktor efisiensi alat



=

( v x 1000 ) x b x t x Fa n

Q5

233.44

m3

Koefisien Alat / m2

=

1 / Q5

( E 18 )

0.0043

Jam

( E 23 ) v Wc n Fa

4.00 0.07 1.00 0.83

km / jam m3 lintasan -

f Water Tank Truck Volume tangki air Kebutuhan air / m3 agregat padat Pengisian tangki / jam Faktor efisiensi alat Kapasitas produksi / jam

=

v x n x Fa Wc

Q6

47.43

m3

Koefisien Alat / m2

=

1 / Q6

( E 23 )

0.0211

Jam

No

URAIAN

KODE

KOEF.

SATUAN

g Alat Bantu Diperlukan : - Kereta dorong - Skop - Garpu

= = =

2 3 2

bh bh bh

3 TENAGA Produksi menentukan : WHEEL LOADER Produksi Agregat / hari = Tk x Q1 Kebutuhan tenaga - Pekerja - Mandor Koefisien tenaga /m2 : - Pekerja - Mandor

= =

( Tk x P ) / Qt ( Tk x M ) / Qt


#REF!

/ M2

6 WAKTU PELAKSANAAN YANG DIPERLUKAN Masa Pelaksanaan = . . . . . . . . Bulan 7 VOLUME PEKERJAAN YANG DIPERLUKAN Volume Pekerjaa = . . . . . . . . M2

Q1 Qt

16.01 112.05

P M

7.00 1.00

( L 01 ) ( L 03 )

0.4373 0.0625

m3 / jam m3 / jam

orang orang

jam jam


NO

A 1 2

: :

LAPIS PEREKAT (TACK COAT) LITER

KOMPONEN


SATUAN

Analisa

KUANTITAS

HARGA SATUAN (Rp.)

( L 01 ) ( L 03 )

Jam Jam

0.0301 0.0060

2,500.00 4,062.50

( M 10 ) ( M 11 )

Kg Liter

0.8880 0.2530

10,650.00 1,000.00

( E 03 ) ( E 05 ) ( E 08 )

Jam Jam Jam

0.0030 0.0063 0.0030

#REF! #REF! #REF!


BAHAN Aspal Kerosene JUMLAH HARGA BAHAN

C 1 2 3

PERALATAN Asphalt Sprayer Compresor Dump Truck


1 2 3 4


URAIAN ANALISA HARGA SATUAN LAPIS PEREKAT SATUAN

:

M3

No

Analisa

URAIAN

I 1 2 3 4 5 6

ASUMSI Menggunakan alat berat Lokasi pekerjaan sepanjang jalan Jarak rata rata Base Camp ke Lokasi pekerjaan Jam kerja efektif 1 hari Faktor kehilangan material Komposisi campuran ( Spesifikasi ) - Aspal AC - 10 atau AC - 20 - Minyak Flux / pencair

7 Berat jenis bahan - Aspal AC - 10 atau AC - 20 - Minyak Flux / pencair

KODE

KOEF.

L Tk Fh

20.00 7.00 1.10

AS K

77 23

D1 D2

1.05 0.80

SATUAN

Km Jam % %

Kg / Lt Kg / Lt

8 Bahan dasar ( aspal dan minyak pencair ) semuanya diterima di Lokasi Pekerjaan II 1 2 3 4 III

METODA KERJA Aspal dan minyak Flux dicampur dan dipanaskan sehingga menjadi campuran aspal cair Permukaan yang akan dilapis dibersihkan dari debu dan kotoran dg air kompresor Campuran aspal cair disemprotkan dg aspahalt sprayer ke atas permukaan yg akan dilapis Angkutan aspal dan minyak Flux menggunakan Dump truck

PEMAKAIAN BAHAN ALAT DAN TENAGA 1 BAHAN Untuk mendapatkan 1 liter lapis resap pengikat diperlukan ( 1 Liter x Fh ) a Aspal = AS x PC x D1 b Kerosene = K x PC 2 ALAT a Asphalt Sprayer Kapasitas alat Faktor efisiensi alat Waktu siklus ( termasuk proses pemanasan ) Kap Produksi / Jam

=

Koefisien Alat / Liter

=

V x Fa Ts 1 / Q1

b Air Compresor Kapasitas alat . . . . . Diambil Aplikasi Lapis Resap Pengikat Rata rata ( Spesifikasi )

PC M10 M11

1.1000 0.8880 0.2530

Liter Kg Liter

( E 03 ) V Fa Ts

800.00 0.83 2.00

Liter Jam

Q1

332.00

Liter

( E 03 )

0.0030

Jam

( E 05 ) V Ap

400.00 0.40

m2 / jam Liter / m2


=

V x Ap

Q2

160.00

Liter

Koefisien Alat / liter

=

1 / Q2

( E 05 )

0.0063

Jam

No

URAIAN

KODE

c Dump Truk ( DT ) Sebagai alat pengangkut bahan di lokasi pekerjaan Dump Truck melayani alat Asphalt Sprayer

KOEF.

SATUAN

( E 08 )


=

V x Fa Ts

Q3

332.00

Liter

Koefisien Alat / m2

=

1 / Q3

( E 08 )

0.0030

Jam

Q4 Qt

332.00 2,324.00

Liter Liter

P M

10.00 2.00

orang orang

3 TENAGA Produksi menentukan : ASPALT FINISHER Produksi Lapis Perekat / hari =

Tk x Q4

Kebutuhan tenaga - Pekerja - Mandor Koefisien tenaga /liter : - Pekerja - Mandor

= =

( Tk x P ) / Qt ( Tk x M ) / Qt


#REF!

/ Liter

6 WAKTU PELAKSANAAN YANG DIPERLUKAN Masa Pelaksanaan = . . . . . . . . Bulan 7 VOLUME PEKERJAAN YANG DIPERLUKAN Volume Pekerjaan = . . . . . . . . Liter

( L 01 ) ( L 03 )

0.0301 0.0060

jam jam


NO

A 1 2

: :

PENYIAPAN BADAN JALAN ( PEMADATAN DAN PERATAAN) M2

KOMPONEN


( L 01 ) ( L 02 )

SATUAN

KUANTITAS

Analisa

HARGA SATUAN (Rp.)

Jam Jam

0.0161 0.0040

2,500.00 4,062.50

Jam Jam Jam Ls

0.0025 0.0040 0.0105 1.0000

#REF! #REF! #REF! 500.00

JUMLAH HARGA TENAGA B

BAHAN JUMLAH HARGA BAHAN

C 1 2 3 4

PERALATAN Motor Grader Vibratory Roller Water Tank Truck Alat Bantu

( E 13 ) ( E 19 ) ( E 23 )


1 2 3 4


URAIAN ANALISA HARGA SATUAN PENYIAPAN BADAN JALAN ( PEMADATAN DAN PERATAAN ) SATUAN

:

M2

No

Analisa

URAIAN

I 1 2 3 4 5

KODE

ASUMSI Pekerjaan dilakukan pada hanya pada tanah galian Pekerjaan dilakukan secara mekanis Lokasi pekerjaan : sepanjang jalan Kondisi jalan : jelek / belum padat Jam kerja efektif per hari

Tk

II

URUTAN KERJA 1 Motor Grader meratakan permukaan hasil galian 2 Vibro Roller memadatkan permukaan jalan yang telah diratakan oleh Motor grader 3 Sekelompok pekerja akan membanru meratakan badan jalan dengan alat bantu permukaan dengan menggunakan alat bantu

III

PEMAKAIAN BAHAN ALAT DAN TENAGA 1 BAHAN Tidak diperlukan bahan / material 2 ALAT a Motor Grader Panjang hamparan Lebar efektif kerja blade Faktor Efisiensi alat Kecepatan rata rata alat Jumlah lintasan Waktu siklus - Perataan 1 Lintasan - Lain lain

=

Lh : ( v x 1000 x 60 menit )

( E 13 ) Lh b Fa v n Ts 1 T1 T2 Ts 1

KOEF.

SATUAN

7.00

Jam

50.00 2.40 0.83 2.00 6.00

m m km / jam Lintas

1.50 1.00 2.50

menit menit menit


=

Lh x b x Fa x 60 n x Ts 1

Q1

398.40

m3

Koefisien Alat / m3

=

1 / Q1

( E 02 )

0.0025

Jam

( E 19 ) v b n Fa

2.00 1.20 8.00 0.83

b Vibratory Roller Kecepatan rata rata alat Lebar efektif pemadatan Jumlah lintasan Faktor efisiensi alat



=

( v x 1000 ) x b x Fa n

Q2

249.00

m3

Koefisien Alat / m3

=

1 / Q2

( E 19 )

0.0040

Jam

( E 23 ) v Wc n Fa

4.00 0.07 2.00 0.83

m3 m3 kali -

c Water Tank Truck Volume tangki air Kebutuhan air / m3 agregat padat Pengisian tangki / jam Faktor efisiensi alat

No

URAIAN

KODE

KOEF.

SATUAN


=

v x n x Fa Wc

Q3

94.86

m3

Koefisien Alat / m3

=

1 / Q3

( E 23 )

0.0105

Jam

g Alat Bantu Diperlukan : - Skop

=

3

bh

3 TENAGA Produksi menentukan : VIBRATORY ROLLER Produksi Pekerjaan / hari = Tk x Q2 Kebutuhan tenaga - Pekerja - Mandor Koefisien tenaga /m2 : - Pekerja - Mandor

= =

( Tk x P ) / Qt ( Tk x M ) / Qt


#REF!

/ M2


Q2 Qt

249.00 1,743.00

P M

4.00 1.00

( L 01 ) ( L 03 )

0.0161 0.0040

m3 / jam m3

orang orang

jam jam

I - 633 JUMLAH HARGA (Rp.)

28.34 6.58 34.92

1,532.51 1,850.41 3,600.33 56,404.89 63,388.13

#REF! #REF! #REF! #REF! #REF! #REF! #REF! 500.00 #REF! #REF! #REF! #REF! #REF!

n bahan aran dari kontrak )

I - 633

KET.

KET.

KET.

Lump sum


54.22 8.81 63.03

4,254.51 1,184.29 3,601.13 70,449.75 79,489.67



I - 634

KET.

KET.

KET.

Lump sum


969.88 225.15 1,195.03

88,901.39 42,595.36 104,399.98 1,672,049.95 1,907,946.68



I - 635

KET.

KET.

KET.

Lump sum


75.30 24.47 99.77

6,834.30 488.90 7,323.19

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!


I - 611

KET.

100 Bagian 80 Bagian

Campuran

KET.


1,093.26 253.79 1,347.05

97,152.00 34,452.00 131,604.00

#REF! #REF! #REF! #REF! #REF! #REF! 500.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!


I - 511

KET.

Tabel; 5.1.2 (a)

KET.

3 x pp

KET.

Lump sum


1,093.26 253.79 1,347.05

89,562.00 39,237.00 128,799.00

#REF! #REF! #REF! #REF! #REF! #REF! 500.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

n bahan aran

dari kontrak )

I - 512

KET.

Tabel; 5.1.2 (a)

KET.

3 x pp

KET.

Lump sum


75.30 24.47 99.77

9,456.82 253.00 9,709.82

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!


I - 612

KET.

100 Bagian 30 Bagian

Campuran

KET.

EI - 33 JUMLAH HARGA (Rp.)

40.16 16.32 56.48

#REF! #REF! #REF! 500.00 #REF! #REF! #REF! #REF! #REF!


EI - 33

KET.

3 x pp

KET.

Lump sum

REKAPITULASI ANALISA NO.

SATUAN

MACAM PEKERJAAN

HARGA UPAH

HARGA BAHAN

JUMLAH HARGA

PEKERJAAN PERSIAPAN 1

1 M2

Pekerjaan Pengukuran Gedung

5,423.00

-

542,300.00

2

1 M1

Pengukuran dan pemasangan bouwplank untuk gedung dan saluran

6,036.00

35,246.00

41,282.00

3 4

1 M2 1 buah

Membersihkan lapangan dan perataan Membuat Papan Nama Proyek 80x120 cm

3,987.00 143,158.00

182,293.00

3,987.00 325,451.00

5

1 M2

Pembuatan jalan sementara, tebal 25 cm

25,575.00

30,975.00

56,550.00

6

1 M2

Pembuatan kantor sementara, dengan lantai plesteran

152,762.00

507,042.00

659,804.00

7

1 M1

Pembuatan pagar sementara dari seng gelombang tinggi 2 meter

16,830.00

101,984.00

118,814.00

PEKERJAAN TANAH 1

1 M3

Galian tanah biasa sedalam sampai 1 meter

10,230.00

-

10,230.00

2

1 M3


13,452.00

-

13,452.00

3

1 M3


18,797.00

-

18,797.00

4

1 M3

Galian tanah keras sedalam sampai 1 meter

15,966.00

-

15,966.00

5

1 M3

Galian tanah cadas sedalam sampai 1 meter

31,968.00

-

31,968.00

6

1 M3

Galian tanah lumpur sedalam 1 meter

21,073.00

-

21,073.00

7

1 M1

Membuat sumur

57,187.00

70,400.00

127,587.00

8

1 M3

Mengangkut tanah sejauh 30 meter

7,617.00

-

7,617.00

9

1 M3

Pembuangan tanah sejauh 150 meter

13,139.00

-

13,139.00

10

1 M3

Membuang tanah dengan menghampar

5,857.00

-

5,857.00

11

1 M3

Urug kembali bekas galian

4,903.00

-

4,903.00

12

1 M2

Meratakan tanah ditumbuk halus

5,857.00

-

5,857.00

13

1 M3

Urug pasir

6,957.00

72,600.00

79,557.00

14

1 M3

Urug tanah mendatangkan

6,957.00

46,200.00

53,157.00

15

1 M3

Urugan sirtu

6,393.00

87,120.00

93,513.00

16

1 M3

Pemasangan lapisan ijuk

17

1 M2

Gebalan rumput

3,836.00

99,000.00

102,836.00

11,893.00

7,040.00

18,933.00

PEKERJAAN PASANGAN 1

1 M3

Pasangan pondasi batu kosong

31,638.00

123,750.00

155,388.00

2

1 M3

Pasangan pondasi 1 Kp : 1 Sm : 1 Ps

55,811.00

180,693.00

236,504.00

3

1 M3


55,811.00

235,988.00

291,800.00

4

1 M3


55,811.00

200,918.00

256,730.00

5

1 M3

Pasangan pondasi 1 Pc : 4 Ps

55,811.00

277,257.00

333,068.00

6

1 M2

Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 10 Ps

10,931.00

36,108.00

47,039.00

7

1 M2

Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps

10,931.00

40,209.00

51,140.00

8

1 M2

Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps

22,082.00

72,297.00

94,379.00

9

1 M2

Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps

22,082.00

84,321.00

106,403.00

10

1 M2

Pasangan dinding bataco

15,248.00

34,474.00

49,722.00

11

1 M2

Pasangan roster 25/25 cm

15,248.00

49,049.00

64,297.00

PEKERJAAN BETON 1

1 M3

Membuat beton bertulang, 1 Pc : 2 Ps : 3 Kr

59,317.00

395,813.00

455,131.00

2

1 M3

Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr

47,547.00

300,231.00

347,778.00

3

1 M3

Beton cyclope 1pc:3ps:5kr

176,275.00

202,749.00

379,024.00

4

1 M3

Membuat beton bertulang, 1 Pc : 1,5 Ps : 2,5 Kr

91,492.00

443,916.00

535,408.00

5

1 M3


176,275.00

434,504.00

610,779.00

6

1 M3


176,275.00

439,222.00

615,497.00

7 8 9

1 M3 1 kg 1 kg

Membuat beton dengan mutu K 300 Pembesian dengan besi polos Pembesian dengan besi ulir

176,275.00 9,657.00 9,773.00

462,502.00 9,279.00 9,395.00

638,777.00 9,657.00 9,773.00

10

1 M2

Cetakan beton / begisting memakai papan

23,045.00

61,298.00

84,343.00

11

1 M2

Cetakan beton / begisting memakai multiplek

23,045.00

69,251.00

92,296.00

NO.

SATUAN

MACAM PEKERJAAN

HARGA UPAH

HARGA BAHAN

JUMLAH HARGA

13

1 M3

Stutwerk untuk 1 m3 beton, tinggi 3 - 4 m ( memakai dolken )

467,293.00

770,000.00

1,237,293.00

14

1 M3

Stutwerk untuk 1 m3 beton, tinggi 3 - 4 m ( memakai scafolding )

884,702.00

704,000.00

884,702.00

15

1 M3

Pek. Beton 1:2:3 tanpa dolken, 100 kg besi

415,569.00

1,936,759.00

2,352,328.00

16

1 M3


425,019.00

2,168,749.00

2,593,768.00

17

1 M3


434,469.00

2,400,739.00

2,835,209.00

18

1 M3


443,920.00

2,632,729.00

3,076,649.00

19

1 M3


453,370.00

2,864,719.00

3,318,090.00

20

1 M3

Pek. Beton 1:2:3 dengan memakai dolken, 100 kg besi

882,862.00

2,706,759.00

3,589,622.00

21

1 M3


892,313.00

2,938,749.00

3,831,062.00

22

1 M3


901,763.00

3,170,739.00

4,072,503.00

23

1 M3


911,213.00

3,402,729.00

4,313,943.00

24

1 M3


920,664.00

3,634,719.00

4,555,383.00

25

1 M3

Pek. Beton 1:2:3 dengan memakai scaffolding, 100 kg besi

596,271.00

2,640,759.00

3,237,031.00

26

1 M3


605,721.00

2,872,749.00

3,478,471.00

27

1 M3


615,172.00

3,104,739.00

3,719,911.00

28

1 M3


624,622.00

3,336,729.00

3,961,352.00

29

1 M3


634,073.00

3,568,719.00

4,202,792.00

16,225.00

7,219.00

23,444.00

PEKERJAAN PELESTERAN 1

1 M2

Plesteran batu kali 1pc:4ps

2

1 M2

Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm

9,790.00

3,195.00

12,985.00

3

1 M2

Plesteran 1 Pc : 4 Ps, tebal 15 mm

9,790.00

6,042.00

15,832.00

4

1 M2

Plesteran beton 1 Pc : 3 Ps, tebal 15 mm

12,894.00

7,697.00

20,591.00

5

1 M1

Plesteran skoneng 1 Pc : 2 Ps ( untuk gedung )

3,729.00

587.00

4,316.00

6

1 M2

Plesteran siar adukan 1 Pc : 2 Ps

5,934.00

4,968.00

10,902.00

7

1 M2

Plesteran Ciprat, 1 Pc : 2 Ps

9,391.00

4,598.00

13,989.00

8

1 M2

Acian dinding bata

9

1 M2

Pasang dinding batu hias tempel

2,772.00

2,941.00

5,713.00

27,115.00

82,100.00

109,215.00

PEKERJAAN PASANG TEGEL 1

1 M2


20,281.00

35,591.00

55,872.00

2

1 M2


20,281.00

26,791.00

47,072.00

PEKERJAAN KERAMIK 1

1 M2

Pasang ubin porselin

22,721.00

50,679.00

73,401.00

2

1 M2

Pasang tegel keramik 20/20 dan 30/30

22,721.00

51,797.00

74,519.00

3

1 M2


22,721.00

38,047.00

60,769.00

4

1 M2


22,721.00

40,247.00

62,969.00

5

1 M2


22,721.00

40,797.00

63,519.00

6

1 M1


2,433.00

12,039.00

14,473.00

7

1 M1


2,433.00

8,749.00

11,182.00

8

1 M1

Pasang keramik stepnosing granito 5/30

4,544.00

37,530.00

42,075.00

9

1 M1

Pasang list keramik dinding 5/20

4,544.00

28,004.00

32,549.00

10

1 M2

Pasang keramik dinding 20/25

29,419.00

52,736.00

82,155.00

PEKERJAAN CONBLOCK 1

1 M2


20,281.00

45,100.00

65,381.00

2

1 M2


20,281.00

54,395.00

74,676.00

3

1 M2


20,281.00

44,935.00

65,216.00

4

1 M2


20,281.00

54,395.00

74,676.00

5

1 M2


20,281.00

50,875.00

71,156.00

6

1 M2


20,281.00

60,225.00

80,506.00

7

1 M2


20,281.00

50,875.00

71,156.00

8

1 M2


20,281.00

60,225.00

80,506.00

9

1 M2

Pasang grassblock bulat tebal 10 cm

20,281.00

48,565.00

68,846.00

10 11

1 M2 1 bh

Pasang grassblock tebal 10 cm Pasang buis beton dia. 80 cm

20,281.00 9,693.00

48,565.00 35,200.00

68,846.00 44,893.00

NO.

SATUAN

MACAM PEKERJAAN

HARGA UPAH

HARGA BAHAN

JUMLAH HARGA

PEKERJAAN RANGKA ATAP 1

1 M3

Membuat kuda-kuda kayu kamper

534,050.00

5,878,290.00

6,412,340.00

2

1 M3

Membuat kuda-kuda kayu kruing

534,050.00

5,394,290.00

5,928,340.00

3 4 5 6 7

1 M3 1M3 1M3 1M3 1M2

Membuat kuda-kuda kayu bengkirai Pasang kuda-kuda kayu lama Pasang Nook,Goording dan Jurai kayu bengkirai Pasang Goording Lama Pasang usuk 5/7, reng 2/3 lama

534,050.00 534,050.00 534,050.00 534,050.00 5,946.00

7,088,290.00 130,790.00 6,964,540.00 7,040.00 2,200.00

7,622,340.00 664,840.00 7,498,590.00 541,090.00 8,146.00

8

1 M2


5,946.00

237,600.00

243,546.00

9

1 M2

Pasang usuk 5/7 kayu jati, reng 2/3 kayu bengkirai

5,946.00

190,575.00

196,521.00

10

1 M2

Pasang usuk 5/7 kayu bengkirai, reng 2/3 kayu jati

5,946.00

116,902.00

122,849.00

11

1 M2


5,946.00

69,877.00

75,824.00

12

1 M2


5,946.00

277,200.00

283,146.00

13

1 M2

Pasang usuk 5/7 kayu bengkirai, reng 3/4 kayu jati lokal

5,946.00

93,142.00

99,089.00

14

1 M2


5,946.00

81,262.00

87,209.00

15

1 M3

Membuat kusen pintu / jendela kayu jati (klas plitur)

874,225.00

24,200,000.00

25,074,225.00

16

1 M3

Membuat kusen pintu / jendela kayu jati (lokal)

874,225.00

9,680,000.00

10,554,225.00

17

1 M3

Membuat kusen pintu / jendela kayu kamper

808,225.00

6,270,000.00

7,078,225.00

18

1 M3

Membuat kusen pintu / jendela kayu kruing

808,225.00

5,742,000.00

6,550,225.00

19

1 M3

Membuat kusen pintu / jendela kayu bengkirai

808,225.00

8,398,225.00

8,398,225.00

20

1 M2

Pasang pintu teakwood rangkap, rangka kayu jati

87,422.00

554,664.00

642,086.00

21

1 M2

Pasang pintu teakwood rangkap, rangka kayu jati lokal

87,422.00

257,136.00

344,558.00

22

1 M2

Pasang pintu teakwood rangkap, rangka kayu kamper

87,422.00

198,924.00

286,346.00

23

1 M2

Pasang pintu teakwood rangkap, rangka kayu kruing

87,422.00

182,754.00

270,176.00

24

1 M2

Pasang pintu teakwood rangkap, rangka kayu bengkirai

87,422.00

209,704.00

297,126.00

25

1 M2

Pasang pintu dan jendela kaca kayu jati

92,180.00

847,000.00

939,180.00

26

1 M2

Pasang pintu dan jendela kaca kayu jati lokal

92,180.00

315,700.00

407,880.00

27

1 M2

Pasang pintu dan jendela kaca kayu kamper

92,180.00

211,750.00

303,930.00

28

1 M2

Pasang pintu dan jendela kaca kayu kruing

92,180.00

182,875.00

275,055.00

29

1 M2

Pasang pintu dan jendela kaca kayu bengkirai

92,180.00

231,000.00

323,180.00

30

1 M2

Mengerjakan daun pintu / jendela panil kayu jati

115,225.00

968,000.00

1,083,225.00

31

1 M2

Mengerjakan daun pintu / jendela panil kayu jati lokal

115,225.00

360,800.00

476,025.00

32

1 M2

Mengerjakan daun pintu / jendela panil kayu kamper

115,225.00

242,000.00

357,225.00

33

1 M2

Mengerjakan daun pintu / jendela panil kayu kruing

115,225.00

209,000.00

324,225.00

34

1 M2

Mengerjakan daun pintu / jendela panil kayu bengkirai

115,225.00

264,000.00

379,225.00

35

1 M2


142,450.00

1,548,800.00

1,691,250.00

36

1 M2


142,450.00

577,280.00

719,730.00

37

1 M2

Pasang pintu dan jendela jalusi kayu kamper

133,512.00

387,200.00

520,712.00

38

1 M2

Pasang pintu dan jendela jalusi kayu kruing

133,512.00

334,400.00

467,912.00

39

1 M2

Pasang pintu dan jendela jalusi kayu bengkirai

133,512.00

422,400.00

555,912.00

40

1 M2

Pasang rangka langit-langit (1,00 x 1,00) m, kayu kamper

12,711.00

63,580.00

76,291.00

41

1 M2

Pasang rangka langit-langit (1,00 x 1,00) m, kayu kruing

12,711.00

58,300.00

71,011.00

42

1 M2

Pasang rangka langit-langit (1,00 x 1,00) m, kayu bengkirai

12,711.00

76,780.00

89,491.00

43

1 M2

Pasang rangka langit-langit (60 x 120) m, kayu kamper

13,919.00

68,981.00

82,900.00

44

1 M2

Pasang rangka langit-langit (60 x 120) m, kayu kruing

13,919.00

63,261.00

77,180.00

45

1 M2

Pasang rangka langit-langit (60 x 120) m, kayu bengkirai

13,919.00

83,281.00

97,200.00

46

1 M2

Langit-langit asbes (1,00 x 1,00) m tanpa plepet

3,273.00

12,226.00

15,500.00

47

1 M2

Langit-langit asbes (1,00 x 1,00) m memakai plepet

3,273.00

18,056.00

21,330.00

48

1 M2

Langit2 asbes (1,00 x 1,00) m, rangka kamper tanpa plepet

15,985.00

75,460.00

91,445.00

49

1 M2

Langit2 asbes (1,00 x 1,00) m, rangka kruing tanpa plepet

15,985.00

70,180.00

86,165.00

50

1 M2

Langit2 asbes (1,00 x 1,00) m, rangka bengkirai tanpa plepet

15,985.00

88,660.00

104,645.00

51

1 M2

Langit2 asbes (1,00 x 1,00) m, rangka kayu kamper dg plepet

15,985.00

81,416.00

97,402.00

52

1 M2

Langit2 asbes (1,00 x 1,00) m, rangka kayu kruing dg plepet

15,985.00

76,136.00

92,122.00

53

1 M2

Langit2 asbes (1,00 x 1,00) m, rangka ky bengkirai dg plepet

15,985.00

94,616.00

110,602.00

54

1 M2

Langit2 gypsum t; 9 mm, rangka 60 x 120 kayu kamper

19,241.00

89,985.00

109,227.00

55

1 M2

Langit2 gypsum t;l 9 mm, rangka 60 x 120 kayu kruing

19,241.00

84,265.00

103,507.00

NO.

SATUAN

HARGA UPAH

MACAM PEKERJAAN

HARGA BAHAN

JUMLAH HARGA

60

1 M2

Langit2 kalsiboard t; 3.5 mm, rangka 60 x 120 ky bengkirai

19,241.00

105,948.00

125,190.00

61

1 M2

Langit-langit kalsiboard tebal 3.5 mm, rangka hollow

19,241.00

72,992.00

92,234.00

62

1 M2

Langit-langit akustik 60 x 120 cm + rangka alumunium

21,855.00

289,767.00

311,623.00

63

1 M1

Pasang list profil cornees gypsum lebar sampai 5 cm

4,077.00

8,690.00

12,767.00

64

1 M1

Pasang list profil cornees gypsum lebar 5 - 10 cm

4,077.00

14,500.00

18,577.00

65

1 M1

Pasang list profil cornees gypsum lebar lebih dari 10 cm

4,170.00

23,941.00

28,111.00

66

1 M1

List langit-langit kayu profil

3,036.00

6,765.00

9,801.00

67

1 M1

68

1 M1

Pasang lisplank ukuran (2 x 20) cm, kayu jati Pasang lisplank ukuran 2 x (2 x 20) cm, kayu jati

6,036.00 6,036.00

116,688.00 208,648.00

122,724.00 214,684.00

69

1 M1

Pasang lisplank ukuran (2 x 20) cm, kayu jati lokal

6,036.00

43,824.00

49,860.00

70

1 M1

Pasang lisplank ukuran (2 x 20) cm, kayu kamper

6,036.00

29,568.00

35,604.00

71

1 M1

Pasang lisplank ukuran 2 x (2 x 20) cm, kayu kamper

6,036.00

52,558.00

58,594.00

72

1 M1

Pasang lisplank ukuran (2 x 20) cm, kayu kruing

6,036.00

25,608.00

31,644.00

73

1 M1

Pasang lisplank ukuran 2 x (2 x 20) cm, kayu kruing

6,036.00

45,463.00

51,499.00

74

1 M1

Pasang lisplank ukuran (2 x 20) cm, kayu bengkirai

6,036.00

32,208.00

38,244.00

75

1 M1

Pasang lisplank ukuran 2 x (2 x 20) cm, kayu bengkirai

6,036.00

57,288.00

63,324.00

76

1 M2

Membuat listplank asbes plat ram kayu kamper

80,107.00

144,265.00

224,372.00

77

1 M2

Membuat listplank asbes plat ram kayu kruing

80,107.00

133,265.00

213,372.00

78

1 M2

Membuat listplank asbes plat ram kayu bengkirai

80,107.00

171,765.00

251,872.00

79

1 M1

Mengerjakan papan ruiter kayu kamper 2/20

3,592.00

24,376.00

27,968.00

80

1 M1

Mengerjakan papan ruiter kayu kruing 2/20

3,592.00

21,076.00

24,668.00

81

1 M1

Mengerjakan papan ruiter kayu bengkirai 2/20

3,592.00

26,576.00

30,168.00

82

1 M1

Pasang talang datar, seng BJLS 28, papan kayu kamper

17,438.00

92,037.00

109,475.00

83

1 M1

Pasang talang datar, seng BJLS 28, papan kayu kruing

17,438.00

84,117.00

101,555.00

84

1 M1

Pasang talang datar, seng BJLS 28, papan kayu bengkirai

17,438.00

97,317.00

114,755.00

85

1 M1

Pasang talang miring, seng BJLS 28, papan kayu kamper

15,018.00

148,907.00

163,925.00

86

1 M1

Pasang talang miring, seng BJLS 28, papan kayu kruing

15,018.00

133,232.00

148,250.00

87

1 M1

Pasang talang miring, seng BJLS 28, papan kayu bengkirai

15,018.00

159,357.00

174,375.00

88

1 M1

Pasang talang torong

16,769.00

31,900.00

48,669.00

89

1 M1

Pasang talang ½ lingkaran D - 10 cm, seng BJLS 28

12,488.00

145,640.00

158,128.00

90

1 M2

Pasang dinding pemisah teakwood rangkap, rangka kayu kamper

22,440.00

151,893.00

174,333.00

91

1 M2

Pas. dinding pemisah plywoodwood rangkap, rangka ky kamper

26,702.00

197,268.00

223,971.00

92

1 M2

Pasang plywood tebal 4 mm, untuk dinding

3,339.00

18,590.00

21,929.00

PEKERJAAN ATAP 1

1 M2

Pasang genteng lama

8,112.00

-

8,112.00

2

1 M2

Pasang genteng paris

8,112.00

16,500.00

24,612.00

3

1 M2

Pasang genteng paris untuk rumah tingkat

10,491.00

16,500.00

26,991.00

4

1 M2

Pasang genteng beton besar Natural ( isi 9 / m2 )

8,112.00

27,225.00

35,337.00

5

1 M2

Pas. genteng beton besar Natural ( isi 9 / m2 ) untuk r. tingkat

10,491.00

27,225.00

37,716.00

6

1 M2

Pasang genteng beton besar Warna ( isi 9 / m2 )

8,112.00

43,758.00

51,870.00

7

1 M2

Pas. genteng beton besar Warna ( isi 9 / m2 ) untuk r. tingkat

10,491.00

43,758.00

54,249.00

8

1 M1

Pasang bubungan genteng paris

16,225.00

12,838.00

29,063.00

9

1 M1

Pasang bubungan genteng beton Natural

16,225.00

17,293.00

33,518.00

10

1 M1

Pasang bubungan genteng beton Warna

16,225.00

22,507.00

38,732.00

11

1 M2


6,127.00

35,862.00

41,989.00

12

1 M2


5,890.00

34,452.00

40,342.00

13

1 M2


5,890.00

38,598.00

44,488.00

14

1 M2

Pasang atap asbes gelombang (300 x 1,05 m) x 4 mm

5,890.00

28,703.00

34,594.00

15

1 M2


5,791.00

30,758.00

36,549.00

16

1 M2


5,791.00

33,491.00

39,283.00

17

1 M2


5,791.00

32,870.00

38,661.00

18

1 M2


5,791.00

47,156.00

52,947.00

19

1 M2

Pasang atap sbes gelombang (2,40 x 1,08 m) x 6 mm

5,791.00

46,908.00

52,699.00

20

1 M2


5,791.00

43,804.00

49,595.00

21

1 M2

Pasang atap asbes gelombang (1 80

5 791 00

43,675.00

49,467.00

1 08 m)

6 mm

NO.

SATUAN

MACAM PEKERJAAN

HARGA UPAH

HARGA BAHAN

JUMLAH HARGA

23

1 M1


6,580.00

71,940.00

78,520.00

24

1 M1


6,580.00

70,345.00

76,925.00

25

1 M1

Pasang atap genteng metal zinc alume type prima roof

8,093.00

111,438.00

119,532.00

26

1 M1

Pasang atap metal gelombanmg

8,093.00

72,600.00

80,693.00

27

1 M2

Pasang alumunium foil / sisalation

5,414.00

28,875.00

34,289.00

28

1 M2

Pasang atap polikarbonat

26,324.00

339,515.00

365,839.00

PEKERJAAN CAT-CATAN 1

1 M2

Mengikis / mengerok permukaan cat tembok lama

3,389.00

825.00

4,214.00

2

1 M2

3,914.00

13,948.00

17,862.00

3

1 M2

Pengecatan bidang kayu lama Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis

4,282.00

19,756.00

24,038.00

1 M2

cat penutup Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis

4,635.00

22,924.00

27,559.00

4

cat penutup 5

1 M2

Pelaburan bidang kayu dengan politur

2,214.00

16,984.00

19,198.00

1

1 M2

8,484.00

2,975.00

11,460.00

6

1 M2

Pelaburan bidang kayu dengan vernis Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat

2,448.00

4,697.00

7,145.00

penutup) 7

1 M2

Pengecatan tembok lama (1 lapis cat dasar, 2 lapis cat penutup)

1,985.00

3,135.00

5,120.00

8

1 M2

Pengecatan tembok tidak terlindung dari panas dan hujan

2,448.00

22,792.00

25,240.00

9

1 M2

Melabur tembok dengan kapur sirih

3,419.00

2,695.00

6,114.00

10

1 M2

Melabur tembok lama dengan kapur sirih (untuk pemeliharaan)

1,121.00

2,365.00

3,486.00

11

1 M2

Pengecatan bidang besi ( 3 x )

4,635.00

11,224.00

15,860.00

12

1 M2

Pengecacatan permukaan baja dengan meni besi

6,891.00

2,563.00

9,454.00

13

1 M2

Pengecacatan permukaan baja dengan meni besi memakai perancah

12,073.00

4,763.00

16,836.00

14

1 M2

Pengetiran kayu ( 2 x )

2,378.00

3,080.00

5,458.00

15

1 M2

Pekerjaan cat duco 3 x

16

1 M2

Mengerjakan Cat Sungging

17

1 M2

Mengecat genteng

14,173.00

28,865.00

43,038.00

252,311.00

17,644.00

269,955.00

2,448.00

16,632.00

19,080.00

129,800.00

-

129,800.00

62,700.00

-

62,700.00

PEKERJAAN BONGKARAN 1

1 M3

Membongkar pasangan batu kali

2

1 M3

Membongkar pasangan batu merah dan membersihkan

3

1 M3

Membongkar beton bertulang dan membersihkan

185,625.00

-

185,625.00

4

1 M2

Pekerjaan bongkar lantai tegel untuk dipergunakan lagi

4,757.00

-

4,757.00

5

1 M2

Mengupas plesteran lama

3,196.00

-

3,196.00

6

1 M2

Membongkar genteng / sirap untuk dipergunakan lagi

4,757.00

-

4,757.00

7

1 M2

Membongkar atap seng

3,575.00

-

3,575.00

8

1 M2

Membongkar usuk / reng dipakai lagi

6,952.00

-

6,952.00

9

1 M2

4,757.00

-

4,757.00

10

1 M3

Membongkar usuk / reng tidak dipakai lagi Membongkar kayu balok loteng, kuda-kuda, dlurung, jembatan untuk

314,600.00

-

314,600.00

1 M3

digunakan lagi Membongkar kayu balok loteng, kuda-kuda, dlurung, jembatan tidak

29,150.00

-

29,150.00

534,050.00

-

534,050.00

82,720.00

103,950.00

186,670.00

111,628.00 122,595.00 59,125.00 78,787.00 143,027.00 35,956.00 264,000.00

1,457,500.00 88,378.00 1,128,428.00 340,169.00 356,950.00 198,000.00 1,016,400.00

1,569,128.00 210,973.00 1,187,553.00 418,956.00 499,977.00 233,956.00 1,280,400.00

5,678.00

44,627.00

50,306.00

11

digunakan lagi 12

1 M3

Mengerjakan kembali bangunan kayu yang telah dibongkar ANALISA SUPLEMEN

1

1 M1


2 3 4 5 6 7 8

1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh

PEKERJAAN SANITASI Memasang kloset duduk/monoblock Memasang kloset jongkok porselen Memasang urinoir Memasang wastafel Memasang bak mandi fiberglass volume 0,30 m3 Memasang badkip porselen Memasang bak fiberglass volume 1 m3 air

9

1 M1


NO.

SATUAN

MACAM PEKERJAAN

11 12 13

1 bh 1 bh 1 bh

Memasang bak kontrol pas.bata (30 x 30) cm, tinggi 35 cm Memasang bak kontrol pas. bata (45 x 45) cm, tinggi 50 cm Memasang bak kontrol pas. bata (60 x 60) cm, tingg 65 cm

14

1 M1

15

HARGA UPAH

HARGA BAHAN

JUMLAH HARGA

101,725.00 49,637.00 75,251.00

99,281.00 164,359.00 250,437.00

201,006.00 213,997.00 325,688.00


5,172.00

25,575.00

30,747.00

1 M1


5,172.00

42,625.00

47,797.00

16

1 M1

Memasang pipa galvanis diameter 1"

5,172.00

63,937.00

69,110.00

17

1 M1

Memasang pipa galvanis diameter 1 1/2"

8,608.00

85,250.00

93,858.00

18

1 M1


2,869.00

5,392.00

8,261.00

19

1 M1


2,869.00

7,246.00

10,115.00

20

1 M1


2,869.00

8,738.00

11,607.00

21

1 M1


2,869.00

19,181.00

22,050.00

22

1 M1


4,312.00

25,575.00

29,887.00

23

1 M1


2,869.00

34,952.00

37,821.00

24

1 M1


7,777.00

34,952.00

42,729.00

25 26 27 28

1 M1 1 bh 1 bh 1 bh

Memasang pipa PVC tipe AW diameter 4" Memasang bak cuci piring stainless steel Memasang kran diameter 3/4" atau 1/2" Memasang floor drain

7,777.00 10,778.00 3,753.00 3,753.00

57,543.00 632,500.00 27,568.00 60,500.00

65,320.00 643,278.00 31,322.00 64,253.00

1

1 kg

PEKERJAAN BESI DAN ALUMUNIUM Pasang rangka atap baja

1,673.00

12,628.00

14,301.00

2

1 M2

Pasang pintu besi baja

35,249.00

825,000.00

860,249.00

3

1 M2

Pasang pintu gulung besi

63,178.00

275,000.00

338,178.00

4

1 M2

Pasang pintu lipat

55,279.00

550,000.00

605,279.00

5

1 M2

Pasang Rolling door

67,654.00

220,000.00

287,654.00

6

1 M2

Pasang pintu alumunium

55,279.00

440,000.00

495,279.00

7

1 M2

Pasang teralis besi

63,104.00

111,320.00

174,424.00

8

1 M2

Pasang kawat harmonika

5,875.00

41,360.00

47,235.00

9

1 M2

Pasang kawat nyamuk

5,875.00

21,092.00

26,967.00

10

1 M2

Pasang kawat kassa

5,875.00

23,210.00

29,085.00

11

1 M2

Pasang jendela nako & tralis

11,750.00

24,626.00

36,377.00

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh 1 bh

PEKERJAAN KUNCI DAN KACA Pasang kunci tanam antik Pasang kunci tanam biasa Pasang kunci tanam kamar mandi Pasang kunci tanam silinder Pasang engsel pintu Pasang engsel jendela kupu-kupu Pasang engsel angin Pasang spring knip Pasang kait angin Pasang door closer Pasang kunci selot Pasang pegangan pintu / door holder Pasang door stop Pasang rel pintu dorong Pasang kunci lemari

23,372.00 17,256.00 16,878.00 16,797.00 5,843.00 4,056.00 8,112.00 5,843.00 5,843.00 19,476.00 7,790.00 19,476.00 3,895.00 23,372.00 9,738.00

275,000.00 137,500.00 55,000.00 82,500.00 12,100.00 8,250.00 3,300.00 8,250.00 3,300.00 165,000.00 55,000.00 16,500.00 16,500.00 220,000.00 13,200.00

298,372.00 154,756.00 71,878.00 99,297.00 17,943.00 12,306.00 11,412.00 14,093.00 9,143.00 184,476.00 62,790.00 35,976.00 20,395.00 243,372.00 22,938.00

16

1 M2


5,843.00

59,895.00

65,738.00

17

1 M2


5,843.00

73,205.00

79,048.00

18

1 M2

Pasang kaca cermin, tebal 5 mm

5,843.00

145,200.00

151,043.00

19

1 M2

Pasang kaca patri, tebal 5 mm

5,843.00

363,000.00

368,843.00

SNI Daftar Harga Satuan

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