SNI LENGKAP 2006

5/11/2018

SNI LENGKAP 2006 - slide pdf.c om

ANALISA HARGA SATUAN BOW PEKERJAAN KAYU HARGA KODE ANALISA

INDEK

SAT

URAIAN

HARGA SATUAN (Rp)

BAHAN ( Rp )

A. PEKERJAAN PONDASI KAYU A.1.BOW

SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 2,00 M DICINCIN, DILANCIP DAN DITUMBUK

0.0200 M3 0.5100 OH

Balok ulin tukang kayu

@ @

1,537,571.94 55,000.00

0.8750 OH

pekerja

@

45,000.00

0.0510 OH

kepala tukang

@

60,000.00

0.0440 OH

mandor

@

60,000.00

JUMLAH A.2

30,751.44

30,751.44

SEBUAH TONGKAT ULIN UK.12/12 CM TINGGI 8,00 M

2 SAMBUNGAN DGN PIPA GALVANIS 0.0800 M3

Balok ulin

@

1,537,571.94

0.5100 OH

tukang kayu

@

55,000.00

0.8750 OH

pekerja

@

45,000.00

0.0510 OH

kepala tukang

@

60,000.00

0.0440 OH

mandor

@

60,000.00

JUMLAH A.3

123,005.76

SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 4,00 M'

0.0400 M3

Balok ulin

@

1,537,571.94

0.5100 OH

tukang kayu

@

55,000.00

0.8750 OH

pekerja

@

45,000.00

0.0510 OH

kepala tukang

@

60,000.00

0.0440 OH

mandor

@

60,000.00 61,502.88

1 M3 MENGERJAKAN PAPAN SIRING KAYU ULIN 1.1000 M3

papan siring kayu ulin

@

1,737,571.94

1,911,329.13

3.0000 kg

paku ulin

@

13,750.00

41,250.00

tukang kayu

@

55,000.00

4.0000 OH

pekerja

@

45,000.00

1.5000 OH

kepala tukang

@

60,000.00

0.2000 OH

mandor

@

60,000.00

15.0000 OH

JUMLAH A. 5

1,952,579.13

1,

1 M3 RANGKA BAWAH KAYU ULIN ( tiang + kalang, sunduk ) 1.1000 M3

balok ky ulin

@

1,537,571.94

15.0000 OH

tukang kayu

@

55,000.00

5.0000 OH

pekerja

@

45,000.00

1.5000 OH

kepala tukang

@

60,000.00

0.2500 OH

mandor

@

60,000.00 JUMLAH

http://slide pdf.c om/re a de r/full/sni-le ngka p-2006

61,502.88

JUMLAH A. 4

123,005.76

1,691,329.13

1,691,329.13

1/160

1,

5/11/2018


ANALISA HARGA SATUAN BOW PEKERJAAN KAYU HARGA KODE ANALISA

INDEK

SAT

URAIAN

HARGA SATUAN (Rp)

BAHAN

U

( Rp )

(

B. PEKERJAAN LANTAI KAYU

B. 1

1 M3 MENGERJAKAN SLOOF DAN GELAGAR KY ULIN balok ky ulin

@

1,537,571.94

1,691,329.13

10.0000 Kg

1.1000 M3

paku ulin

@

13,750.00

137,500.00

15.0000 OH

tukang kayu

@

55,000.00

8

5.0000 OH

pekerja

@

45,000.00

2

1.5000 OH

kepala tukang

@

60,000.00

0.2500 OH

mandor

@

60,000.00

JUMLAH B. 2

1,828,829.13

0.0254 M3

papan kayu ulin

@

1,737,571.94

44,134.33

0.2500 Kg

paku ulin

@

13,750.00

3,437.50

0.8000 OH

tukang kayu

@

55,000.00

0.2800 OH

pekerja

@

45,000.00

0.0800 OH

kepala tukang

@

60,000.00

0.0140 OH

mandor

@

60,000.00

JUMLAH B. 3

1,1

1 M2 LANTAI PAPAN KAYU ULIN DIKETAM

47,571.83

1 M2 LANTAI PAPAN KAYU MERANTI DIKETAM 0.0254 M3

papan kayu meranti klas 1

@

1,187,571.94

30,164.33

0.2500 Kg

paku biasa

@

11,825.00

2,956.25

0.8000 OH

tukang kayu

@

55,000.00

0.2800 OH

pekerja

@

45,000.00

0.0800 OH

kepala tukang

@

60,000.00

0.0140 OH

mandor

@

60,000.00

JUMLAH

33,120.58

B. PEKERJAAN DINDING KAYU

B. 4

1 M3 MENGERJAKAN RANGKA RUMAH KAYU ULIN (termasuk kusen) 1.1000 M3

balok ky ulin

@

1,537,571.94

1,691,329.13

5.0000 Kg 20.0000 OH

paku ulin tukang kayu

@ @

13,750.00 55,000.00

68,750.00

1,1

10.0000 OH

pekerja

@

45,000.00

4

2.0000 OH

kepala tukang

@

60,000.00

1

0.5000 OH

mandor

@

60,000.00

JUMLAH


1,760,079.13

2/160

1,7

5/11/2018


ANALISA HARGA SATUAN BOW HARGA KODE ANALISA

B. 5

INDEK

SAT

URAIAN

HARGA SATUAN (Rp)

balok ky meranti

@

1,037,571.94

1,141,329.13

5.0000 Kg

paku biasa

@

11,825.00

59,125.00

tukang kayu pekerja

@ @

55,000.00 45,000.00

1,1 4

2.0000 OH

kepala tukang

@

60,000.00

1

0.5000 OH

mandor

@

60,000.00

1,200,454.13

0.0240 M3

papan kayu ulin

@

1,737,571.94

41,701.73

0.2000 Kg

paku ulin

@

13,750.00

2,750.00

0.8000 OH

tukang kayu

@

55,000.00

0.2800 OH

pekerja

@

45,000.00

0.0800 OH

kepala tukang

@

60,000.00

0.0100 OH

mandor

@

60,000.00

44,451.73

1 M2 DINDING PAPAN MERANTI DIKETAM 0.0240 M3

papan kayu meranti

@

1,187,571.94

28,501.73

0.2000 Kg

paku biasa

@

11,825.00

2,365.00

0.8000 OH

tukang kayu

@

55,000.00

0.2800 OH

pekerja

@

45,000.00

0.0800 OH

kepala tukang

@

60,000.00

0.0100 OH

mandor

@

60,000.00

JUMLAH

30,866.73

1 M2 DINDING SUSUN SIRIH PAPAN MERANTI 0.0250 M3

papan kayu meranti

@

1,187,571.94

29,689.30

0.1500 Kg

paku biasa

@

11,825.00

1,773.75

0.4000 OH

tukang kayu

@

55,000.00

0.1400 OH

pekerja

@

45,000.00

0.0400 OH

kepala tukang

@

60,000.00

0.0070 OH

mandor

@

60,000.00 JUMLAH


1,7

1 M2 DINDING PAPAN ULIN DIKETAM

JUMLAH

B. 8

(

1.1000 M3

JUMLAH

B. 7

U

( Rp ) 1 M3 MENGERJAKAN RANGKA RUMAH KAYU MERANTI (termasuk kusen)

20.0000 OH 10.0000 OH

B. 6

BAHAN

31,463.05

3/160

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ANALISA HARGA SATUAN BOW HARGA KODE ANALISA

B. 9

INDEK

SAT

URAIAN

HARGA SATUAN (Rp)

U

( Rp )

(

1 M2 DINDING PAPAN MERANTI SUSUN SIRIH DIKETAM 0.0250 M3

papan kayu meranti

@

1,187,571.94

29,689.30

0.2000 Kg

paku biasa

@

11,825.00

2,365.00

0.8000 OH

tukang kayu

@

55,000.00

0.2800 OH

pekerja

@

45,000.00

0.0800 OH

kepala tukang

@

60,000.00

0.0100 OH

mandor

@

60,000.00

JUMLAH B. 10

BAHAN

32,054.30

1 M2 MENGERJAKAN DINDING PARTISI KAYU MERANTI DAN LAPISAN MULTIPLEK 9 MM 0.0210 M3

papan kayu meranti

@

1,187,571.94

24,939.01

0.7000 LBR

Multiplek 9 mm

@

150,000.00

105,000.00

0.0400 KG

Paku biasa

@

11,825.00

473.00

0.0400 KG

Paku plywood

@

20,000.00

800.00

0.0150 OH

Tukang kayu

@

55,000.00

0.8000 OH

Pekerja

@

45,000.00

0.0150 OH

kepala tukang

@

60,000.00

0.0400 OH

Mandor

@

60,000.00 JUMLAH

131,212.01


4/160

5/11/2018


DAFTAR ONGKOS ANGKUT MATERIAL BIDANG : CIPTA KARYA TAHUN : Juli 2006 NO

MATERIAL 1 2 3 4 5 6 7 8

9 10 11 12 13 14 15 16 17 18

SAT

HARGA MATERIAL

JARAK ANGKUT RATA-RATA 0 - 15 ONGKOS ANGKUT

JUMLAH

JARAK ANGKUT RATA-RATA 16 - 30 ONGKOS ANGKUT

JUMLAH

ONG ANG

Balok Klas I Bangkirai Balok Klas I Ulin Balok Kayu Meranti Batu Gunung Kayu Klas 2 Kayu galam dia 10 - 12 cm Kerikil Beton / Split ( 2-3 cm ) Koral

m3 m3 m3 m3 m3 btg m3 m3

1,700,000.00 1,300,000.00 800,000.00 65,000.00 650,000.00 9,500.00 165,000.00 165,000.00

123,950.58 123,950.58 123,950.58 35,945.67 123,950.58 123,950.58 35,945.67 35,945.67

1,823,950.58 1,423,950.58 923,950.58 100,945.67 773,950.58 133,450.58 200,945.67 200,945.67

154,938.22 154,938.22 154,938.22 66,933.31 154,938.22 154,938.22 66,933.31 66,933.31

1,854,938.22 1,454,938.22 954,938.22 131,933.31 804,938.22 164,438.22 231,933.31 231,933.31

185 185 185 97 185 185 97 97

Papan Kayu Bangkirai Papan Kayu Ulin Papan Kayu kelas 2 Papan Kayu Meranti Pasir Beton Pasir Pasang sungai Pasir pasang putih Pasir Urug Sirtu Tanah Urug

m3 m3 m3 m3 m3 m3 m3 m3 m3 m3

1,900,000.00 1,500,000.00 800,000.00 950,000.00 175,000.00 175,000.00 100,000.00 50,000.00 60,000.00 13,500.00

123,950.58 123,950.58 123,950.58 123,950.58 35,945.67 35,945.67 35,945.67 35,945.67 35,945.67 35,139.99

2,023,950.58 1,623,950.58 923,950.58 1,073,950.58 210,945.67 210,945.67 135,945.67 85,945.67 95,945.67 48,639.99

154,938.22 154,938.22 154,938.22 154,938.22 66,933.31 66,933.31 66,933.31 66,933.31 66,933.31 66,127.63

2,054,938.22 1,654,938.22 954,938.22 1,104,938.22 241,933.31 241,933.31 166,933.31 116,933.31 126,933.31 79,627.63

185 185 185 185 97 97 97 97 97 97


5/160

5/11/2018


DAFTAR HARGA SATUAN UPAH DAN BAHAN BIDANG

: Cipta Karya

TAHUN ANGGARAN

: 2006 URAIAN

NO

2

1

A

SAT

3

JUMLAH HARGA

BIAYA

HARGA DASAR

SATUAN

ANGKUT

TANPA PAJAK

4 = 6+5

5

6

UPAH KERJA

1 Pekerja ( Buruh semi terlatih )

Hari

45,000.00

-

45,000.00

2 Tukang Batu

Hari

55,000.00

-

55,000.00

3 Tukang Kayu

Hari

55,000.00

-

55,000.00

4 Tukang Besi

Hari

55,000.00

-

55,000.00

5 Tukang Cat

Hari

55,000.00

-

55,000.00

6 Kepala Tukang

Hari

60,000.00

-

60,000.00

7 Mandor

Hari

60,000.00

-

60,000.00

8 Sopir

Hari

50,000.00

-

50,000.00

9 Pembantu Sopir

Hari

40,000.00

-

40,000.00

1 Aluminium foil single sided

Roll

450,000.00

-

450,000.00

2 Ampelas

Lbr

2,500.00

-

2,500.00

3 Atap Asbes Gelombang Besar

Lbr

23,000.00

-

23,000.00

B

Harga Bahan

4 Atap Genteng Kodok

Bh

1,550.00

-

1,550.00

5 Atap Metal Berkualitas ( 2 ssn, 8 daun )

Lbr

40,000.00

-

40,000.00

6 Atap Plastik gelombang 60 x 170

Lbr

14,500.00

-

14,500.00

7 Atap Sirap

Ikat

50,000.00

-

50,000.00

8 Atap Tilux

Bh

21,000.00

-

21,000.00

9 Bahan Plafond Asbes Semen 5 mm

M2

21,000.00

-

21,000.00

10 Bahan Plafond eternit 4 mm

M2

25,000.00

-

25,000.00

11 Bahan Plafond Hardplex 5 mm 120 x 130 12 Bahan Politur ( sirlak ) India

Lbr Kg

42,500.00 32,000.00

-

42,500.00 32,000.00

13 Bak Air Fiber (60 x 60 cm)

Bh

145,000.00

-

145,000.00

14 Bak Air Fiber (60 x 80 cm)

Bh

185,000.00

-

185,000.00

15 Bak Cuci Piring Stainles Lobang 1

Bh

195,000.00

-

195,000.00

16 Bak Cuci Piring Stainles Lobang 2

Bh

250,000.00

-

250,000.00

17 Bak Kontrol 50 x 50 x 40 cm

Bh

75,000.00

-

75,000.00

18 Bak air Traso Besar

Bh

185,000.00

-

185,000.00

19 Balok Klas I Bangkirai

M3

1,937,571.94

237,571.94

1,700,000.00

20 Balok Klas I Ulin

M3

1,537,571.94

237,571.94

1,300,000.00

T. A 2006


6/160

5/11/2018


NO

URAIAN

SAT

JUMLAH HARGA

BIAYA

HARGA DASAR

SATUAN

ANGKUT

TANPA PAJAK

21 Balok Kayu Meranti

M3

1,037,571.94

237,571.94

22 Batako

Bh

1,500.00

-

800,000.0

1,500.0

23 Batu alam 24 Batu Bata

M2 Bh

120,000.00 550.00

-

120,000.0 550.0

-

15,125.0

25 Batu apung

Kg

15,125.00

26 Batu Gunung

M3

214,567.03

27 Baut

Bh

2,000.00

-

28 Bensin

Lt

4,500.00

-

4,500.0

29 Besi Beton Polos Dia 6 - 22 mm

Kg

11,000.00

-

11,000.0

30 Besi Beton Ulir Dia 6 - 22 mm

Kg

16,000.00

-

16,000.0

31 Besi penggantung plafond

Kg

11,000.00

-

11,000.0

32 Besi strip

Kg

18,000.00

-

18,000.0

33 Box MCB 2 group

Unit

150,000.00

-

150,000.0

34 Box MCB 4 group

Unit

250,000.00

-

250,000.0

Bh Bh

20,000.00 364,000.00

-

20,000.0 364,000.0

39 Buis Beton Dia 100 cm tanpa tulangan

Bh

450,000.00

-

450,000.0

41 Cat Air / tembok

Kg

15,400.00

-

15,400.0

42 Cat besi

Kg

25,000.00

-

25,000.0

43 Cat Dasar / plamir

Kg

22,500.00

-

22,500.0

44 Cat Kilap / Kayu

Kg

35,000.00

-

35,000.0

45 Cat Menie kayu

Kg

13,000.00

-

13,000.0

46 Closed Jongkok Keramik berkualitas

Bh

120,000.00

-

120,000.0

47 Closed Jongkok Keramik Toto

Bh

125,000.00

-

125,000.0

48 Closed Jongkok Teraso

Bh

80,000.00

-

80,000.0

49 Closet Duduk Type Keramik Berkualitas

Unit

1,200,000.00

-

1,200,000.0

50 Daun Jendela Uk. Besar (Fabrikasi) Kc 5 mm 51 Daun Jendela Uk. Kecil (Fabrikasi) Kc 5 mm

Bh Bh

250,000.00 200,000.00

-

250,000.0 200,000.0

52 Daun Pintu Plywood Bag. Dlm Lapis Aluminium Foil

Bh

350,000.00

-

350,000.0

53 Daun Ventilasi

Bh

60,000.00

-

60,000.0

54 Dempul Halus ( INFRA )

Kg

25,000.00

-

25,000.0

55 Dempul kayu

Kg

12,500.00

-

12,500.0

35 Breaker 36 Buis Beton Dia 80 cm tanpa tulangan

149,567.03

65,000.0

2,000.0

T. A 2006


7/160

5/11/2018


NO

URAIAN

SAT

JUMLAH HARGA

BIAYA

SATUAN

ANGKUT

HARGA DASAR TANPA PAJAK

56 Dempul Politur

Kg

12,500.00

-

12,500.0

57 Engsel Jendela Lokal 3 "

Bh

20,000.00

-

20,000.0

58 Engsel Pintu Lokal 5 " 59 Espagnolet

Bh Bh

25,000.00 125,000.00

-

25,000.0 125,000.0

60 Floor Drain

Bh

17,500.00

-

17,500.0

61 Formika Ukuran Pintu

Lbr

75,000.00

-

75,000.0

62 Genteng keramik

Bh

8,500.00

-

8,500.0

63 Glass block

Bh

18,500.00

-

18,500.0

64 Grendel Jendela

Bh

7,500.00

-

7,500.0

65 Grendel Pintu

Bh

12,500.00

-

12,500.0

66 Grendel tanam Pintu

Bh

25,000.00

-

25,000.0

67 Gypsum board, t = 9 mm

Lbr

45,000.00

-

45,000.0

68 Hak Angin

Bh

8,000.00

-

8,000.0

69 Handle Jendela putih

Bh

5,000.00

-

5,000.0

70 Handle Pintu

Bh

16,500.00

-

16,500.0

71 Jalusi Atap

Bh

425,000.00

-

425,000.0

72 Jalusi Kayu Bangkirai

M'

15,000.00

-

15,000.0

73 Kabel NGA 2,5

Rol

155,000.00

-

155,000.0

74 Kaca Naco ( kerangka/daun ) 5 mm

Set

150,000.00

-

150,000.0

75 Kaca polos 2 mm

M2

32,000.00

-

32,000.0

76 Kaca polos 3 mm

M2

48,000.00

-

48,000.0

77 Kaca polos 5 mm

M2

80,000.00

-

80,000.0

78 Kaca Rayben 5 mm

M2

95,000.00

-

95,000.0

79 Kanopi Atap

Bh

325,000.00

-

325,000.0

80 Kawat Bendrat / Beton

Kg

10,000.00

-

10,000.0

81 Kawat Bronjong

Kg

27,500.00

-

27,500.0

82 Kawat Duri

Kg

11,000.00

-

11,000.0

83 Kawat Harmonika

m2

37,500.00

-

37,500.0

84 Kawat nyamuk besi

m2

10,000.00

-

10,000.0

85 Kawat nyamuk plastik

m2

5,000.00

-

5,000.0

86 Kayu Klas 2

M3

650,000.00

-

650,000.0

87 Kayu galam dia 10 - 12 cm

Btg

9,500.00

-

9,500.0

88 Keramik 10 x 20 cm

M2

35,000.00

-

35,000.0


M2

44,000.00

-

44,000.0

T. A 2006


8/160

5/11/2018


NO

URAIAN

SAT

JUMLAH HARGA

BIAYA

SATUAN

ANGKUT



M2

44,000.00

-

44,000.0

91 Keramik 30 x 30 cm Halus

M2

37,000.00

-

37,000.0

92 Keramik 30 x 30 cm Kasar 93 Keramik 40 x 40 anti slip

M2 M2

41,000.00 49,500.00

-

41,000.0 49,500.0

-

94 Karet Talang

M'

5,500.00

95 Kerikil Beton / Split ( ukuran 2-3 cm )

M3

314,567.03

149,567.03

96 Koral

M3

314,567.03

149,567.03

97 Kran Air Dia 1"

Bh

25,000.00

-

25,000.0

98 Kran Air Dia 3/4

Bh

20,000.00

-

20,000.0

99 Kuas 3 "

Bh

7,500.00

-

7,500.0

100 Kunci Pintu 2 Slag berkualitas

Bh

150,000.00

-

150,000.0

101 Kunci Pintu Double Ex Cisa

Bh

350,000.00

-

350,000.0

102 Kunci Pintu Double Lengkap Dgn Accecories

Bh

750,000.00

-

750,000.0

103 Kunci Pintu Tanam antik

Bh

125,000.00

-

125,000.0

104 Kusen aluminium 1 105 Kusen aluminium 2 106 Kusen aluminium 3

-

-

-

-

5,500.0

165,000.0

165,000.0

107 Lampu 2 - TL 40 Watt Double + Instalasi

Bh

150,000.00

-

150,000.0

108 Lampu Merkury 250 wt

Bh

165,000.00

-

165,000.0

109 Lampu Pijar 10 Watt

Bh

3,500.00

-

3,500.0


Bh

15,000.00

-

15,000.0


Bh

3,850.00

-

3,850.0


Bh

4,500.00

-

4,500.0


Bh

10,000.00

-

10,000.0


Bh

3,500.00

-

3,500.0


Bh

5,500.00

-

5,500.0

116 Lampu Philip SL 20 Watt + Fitting

Bh

50,000.00

-

50,000.0

117 Lampu TL Philip + Fitting 20 Watt

Bh

37,000.00

-

37,000.0

118 Lampu TL 20 Watt Double (Trafo)

Bh

125,000.00

-

125,000.0

119 Lampu TL 40 Watt (Trafo)

Bh

85,000.00

-

85,000.0

120 Lampu TL 40 Watt Double (Trafo)

Bh

160,000.00

-

160,000.0

121 Lem Kayu ( Fox )

Ltr

9,500.00

-

9,500.0

T. A 2006


9/160

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NO

URAIAN

SAT

JUMLAH HARGA

BIAYA

SATUAN

ANGKUT


122 Lem Paralon

Bh

5,000.00

-

5,000.0

123 List Cornice Gypsum

M'

15,000.00

-

15,000.00

124 List Plafond Gypsum 125 List Plafond Plywood

M' M'

30,000.00 1,500.00

-

30,000.00 1,500.0

126 List Profil Sudut 3/5 Ky Bangkirai

M'

4,250.00

-

4,250.0

127 List Profil Sudut 3/5 Ky Meranti

M'

3,750.00

-

3,750.0

128 Listplank kayu ukir

M'

37,692.62

-

37,692.62

129 List plafond gypsum

M'

31,250.00

-

31,250.00

130 Macam2 Sambungan PVC AW Dia 1 "

Bh

3,500.00

-

3,500.0

131 Macam2 Sambungan PVC AW Dia 1/2 "

Bh

2,000.00

-

2,000.0


Bh

5,000.00

-

5,000.0

133 Macam2 Sambungan PVC AW Dia 3/4 "

Bh

6,500.00

-

6,500.0


Bh

11,000.00

-

11,000.00

135 Marmer lokal

m2

136 Minyak cat 137 Minyak bekisting

Ltr Ltr

12,500.00 5,000.0

138 Multiplek 4 mm 139 Multiplek 6 mm

-

-

12,500.00 5,000.00

-

Lbr

67,000.00

-

67,000.00

Lbr

100,000.00

-

100,000.00

140 Multiplek 9 mm

Lbr

150,000.00

-

150,000.00

141 Multiplek 15 mm

Lbr

250,000.00

-

250,000.00

142 Multiplek 18 mm

Lbr

300,000.00

-

300,000.00

143 Multiplex 12 mm

Lbr

200,000.00

-

200,000.00

144 Nok Genteng Kodok

Bh

2,000.00

-

2,000.0

145 Nok Genteng keramik

Bh

19,500.00

-

19,500.00

146 Nok Model U ukuran 110 x 5 x 6 cm

M'

35,000.00

-

35,000.00

147 Nok Model U Verza Roof 40 x 12 cm

Bh

18,000.00

-

18,000.00

148 Oker

Kg

15,000.00

-

15,000.00

149 Oli / pelumas

Ltr

24,750.00

-

150 Pagar besi motif BRC 1,2 x 2,4 m'

M'

297,916.67

-

297,916.6

151 Pagar besi motif BRC 1,75 x 2,4 m'

M'

343,750.00

-

343,750.00

152 Paku Asbes + Karet

Kg

16,000.00

-

16,000.00

153 Paku Beton

Bh

250.00

-

250.00

154 Paku bor

Kg

25,000.00

-

25,000.00

155 Paku Genteng metal

Kg

27,500.00

-

27,500.00

156 Paku Kayu / biasa

Kg

11,825.00

-

11,825.00

24,750.00

T. A 2006


10/160

5/11/2018


NO

URAIAN

SAT

JUMLAH HARGA

BIAYA

SATUAN

ANGKUT


157 Paku Keling

Kg

25,000.00

-

25,000.0

158 Paku Seng

Kg

14,300.00

-

14,300.0

159 Paku Ulin 160 Paku Plywood

Kg Kg

13,750.00 20,000.00

-

13,750.0 20,000.0

-

161 Paku Sekrup

Kg

14,300.00

162 Papan Kayu Bangkirai

M3

2,137,571.94

237,571.94

1,900,000.0

14,300.0

163 Papan Kayu Ulin

M3

1,737,571.94

237,571.94

1,500,000.0

164 Papan Kayu kelas 2

M3

1,037,571.94

237,571.94

165 Papan Kayu Meranti

M3

1,187,571.94

237,571.94

166 Papan Nama Proyek

Bh

350,000.00

-

167 Papan Reuter Bengkirai

M'

26,900.00

-

26,900.0

168 Pas. Lampu Baret + Instalasi

Unit

375,000.00

-

375,000.00

169 Pas. Lampu Gantung

Unit

450,000.00

-

450,000.00

170 Pasir Beton

M3

324,567.03

149,567.03

175,000.00

171 Pasir Pasang sungai 172 Pasir pasang putih

M3 M3

324,567.03 249,567.03

149,567.03 149,567.03

175,000.00 100,000.00

173 Pasir Urug

M3

199,567.03

149,567.03

174 Paving blok biasa

bh

2,000.00

-

2,000.0

175 Paving block K - 127

m2

75,000.00

-

75,000.0

176 Penangkal Petir + Instalasi

unit

5,500,000.00

-

5,500,000.0

177 Pintu Panel Double ky Bangkirai

Bh

700,000.00

-

700,000.00

178 Pintu Double Plywood

Bh

250,000.00

-

250,000.00

179 Pintu Panel ky Bangkirai Uk. Besar L 80 cm

Bh

425,000.00

-

425,000.00

180 Pintu Panel ky Bangkirai Uk. Kecil L 70 cm

Bh

350,000.00

-

350,000.00

181 Pintu Panel kayu Ulin Ukuran Besar L 80 cm

Bh

350,000.00

-

350,000.00

182 Pintu Panel kayu Ulin Ukuran Kecil L 70 cm

Bh

300,000.00

-

300,000.00

183 Pintu Panel Lapis Formika (Fabrikasi)

Bh

335,000.00

-

335,000.00

184 Pintu Skat

Bh

200,000.00

-

200,000.00

185 Pipa Galvanis AW Dia 1 "

M'

15,000.00

-

15,000.0


M'

30,000.00

-

30,000.0


M'

93,000.00

-

93,000.0


M'

110,000.00

-

110,000.00

189 Pipa PVC AW Dia 1 "

Btg

25,000.00

-

25,000.0

190 Pipa PVC AW Dia 1/2 "

Btg

12,500.00

-

12,500.0


Btg

45,000.00

-

45,000.0

800,000.00

950,000.00

350,000.00

50,000.0

T. A 2006


11/160

5/11/2018


NO

URAIAN

SAT

JUMLAH HARGA

BIAYA

SATUAN

ANGKUT


192 Pipa PVC AW Dia 3/4 "

Btg

15,000.00

-


Btg

85,000.00

-

15,000.0

194 Pipa stainless steel 2 " 195 Pipa stainless steel 3 "

M' M'

30,250.00 37,812.00

-

85,000.0 30,250.0 37,812.0

196 Pitting

Bh

6,000.00

-

6,000.0

197 Plamir

Kg

28,000.00

-

28,000.0

198 Plitur

Kg

8,500.00

-

8,500.0

199 Plint / list lantai keramik

Bh

3,500.00

-

3,500.0

200 Plint marmer 10 x 40 cm

Bh

12,500.00

-

12,500.0

201 Plywood 3 mm

Lbr

46,000.00

-

46,000.0

202 Plywood 4 mm

Lbr

61,500.00

-

61,500.0

203 Plywood 6 mm

Lbr

92,000.00

-

92,000.0

204 Plywood 12 mm

Lbr

184,000.00

-

184,000.00

205 Plywood 15 mm

Lbr

230,000.00

-

230,000.00

206 Plywood 18 mm 207 Porselen 20 x 20 cm

Lbr Bh

276,000.00 2,500.00

-

276,000.00 2,500.0

209 Rangka besi hollow

M'

60,000.00

-

60,000.0

210 Rol Cat Tembok

Bh

20,000.00

-

20,000.0 3,000.0

208 Polycarbonat

-

211 Rolling door

-

-

-

212 Roster beton 20 x 20 cm

Bh

3,000.00

-

213 Roster beton 20 x 30 cm

Bh

4,000.00

-

4,000.0

214 Roster kayu bangkirai 20 x 20 cm

Bh

60,000.00

-

60,000.0

215 Rumput Hias

M2

25,000.00

-

25,000.0

216 Saklar Ganda

Bh

19,250.00

-

19,250.0

217 Saklar Tunggal

Bh

16,500.00

-

16,500.0

218 Sekering Kas 3 Group + Instalasi

Unit

100,000.00

-

100,000.00

219 Semen Abu - Abu / PC ( 50 kg/Zak )

Zak

43,000.00

-

43,000.0

220 Semen Warna

Kg

1,600.00

-

1,600.0

221 Semen putih

Kg

1,200.00

-

1,200.0

222 Seng gelombang Besar / kecil

Lbr

30,000.00

-

30,000.0

223 Seng Plat

Lbr

35,000.00

-

35,000.0

224 Septictank ( 3 x 1,5 )+Resapan (1,5 x 1,5 )

Unit

4,550,000.00

-

4,550,000.0

225 Septictank Kayu

Unit

1,650,000.00

-

1,650,000.0

T. A 2006


12/160

5/11/2018


URAIAN

NO

SAT

JUMLAH HARGA

BIAYA

HARGA DASAR

SATUAN

ANGKUT

TANPA PAJAK

226 Sirlak

Kg

27,000.00

227 Sirtu

m3

209,567.03

-

228 Solar 229 Spritus

Ltr Ltr

6,321.00 5,000.00

-

6,321.00 5,000.00

230 Stop Kontak

Bh

18,000.00

-

18,000.00

231 Talang Air PVC Maspion

M'

25,000.00

-

25,000.00

232 Tambah daya Listrik

Wt

2,500.00

-

233 Tanah Urug

M3

162,261.35

234 Tandon Air 2 x 1200 ltr + Menara + Atap

Unit

3,950,000.00

-

3,950,000.00

235 Tandon Air 1 x 1200 ltr + Menara + Atap

Unit

1,975,000.00

-

1,975,000.00

236 Tangga Naik Tinggi 1 m

Bh

210,000.00

-

210,000.00

237 Tanki Air Viberglass 1200 Ltr

Bh

850,000.00

-

850,000.00


Bh

1,850,000.00

-

1,850,000.00


Bh

650,000.00

-

650,000.00

240 Teakwood 3 mm

Lbr

85,000.00

-

85,000.00

241 Teakwood 4 mm

Lbr

113,500.00

-

113,500.00

242 Teakwood 6 mm

Lbr

170,000.00

-

170,000.00

243 Ter / Residu

Kg

5,000.00

-

5,000.00

244 Terpentin

Ltr

2,500.00

-

2,500.00

245 Tiang Lampu Tunggal 11 m'

Bt

1,950,000.00

-

1,950,000.00

246 Tiang Lampu Tunggal 9 m'

Bt

1,280,000.00

-

1,280,000.00

247 Tiang Lampu Ganda 11 m'

Bt

2,300,000.00

-

2,300,000.00

248 Tiang Lampu ganda 9 m'

Bt

1,510,000.00

-

1,510,000.00

249 Tinner A

Ltr

12,000.00

-

12,000.00

250 Titik Mata Lampu

Ttk

130,000.00

-

130,000.00

251 Trap Depan Papan Tulis Bak Lapis Keramik

Bh

130,000.00

-

130,000.00

252 Ukiran jamang pada puncak

Bh

312,500.00

-

312,500.00

253 Ukiran jamang pada listplank 254 Urinoir

Bh Bh

250,000.00 1,500,000.00

-

250,000.00 1,500,000.00

255 Washtafel + Cermin

Bh

450,000.00

-

450,000.00

149,567.03

27,000.00 60,000.00

148,761.35

2,500.00 13,500.00

T. A 2006

1. 2. 3. 4. 5.


Catatan : Harga diatas adalah harga disumber material ( disungai, dilokasi penggalian) khusus utk bahan Untuk bahan-bahan non lokal harga tersebut adalah harga toko / harga yang berlaku dipasaran Harga sudah terrmasuk keuntungan kontraktor dan ongkos angkut Ongkos angkut tergantung jarak lokasi pekerjaan ke Quary ( sampel jarak angkut 46 - 70 ) Harga belum termasuk PPn

13/160

5/11/2018



14/160

5/11/2018



15/160

5/11/2018


ANALISA HARGA SATUAN SNI 2006

HAR KODE ANALISA

INDEK

SATUAN

URAIAN

HARGA SATUAN ( Rp )

BAHAN ( Rp )

A. PEKERJAAN PERSIAPAN

A. 6.6.1

1 M' PAGAR SEMENTARA DARI KAYU TINGGI 2 M 1.2500 btg

Dolken kayu dia 8-10/4 m'

@

9,500.00

11,875.00

2.5000 kg

Semen portland

@

860.00

2,150.00

0.0050 m3

Pasir beton

@

324,567.03

1,622.84

0.0090 m3

Koral beton

@

314,567.03

2,831.10

0.0720 m3

Kayu 5/7

@

650,000.00

46,800.00

0.0600 kg

Paku biasa 2'-5'

@

11,825.00

709.50

0.4000 lt

Residu

@

5,000.00

2,000.00

0.2000 oh

Tukang kayu

@

55,000.00

0.4000 oh

Pekerja

@

45,000.00

0.0200 oh

Kepala tukang

@

60,000.00

0.0200 oh

Mandor

@

60,000.00 JUMLAH

A. 6.6.2

67,988.44

1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M 1.2500 btg


@

9,500.00

2.5000 kg

Semen portland

@

860.00

2,150.00

1.2000 Lbr

Seng gelombang 3" - 5 "

@

30,000.00

36,000.00

0.0050 m3

Pasir Beton

@

324,567.03

1,622.84

0.0090 m3

Koral beton

@

314,567.03

2,831.10

0.0720 kg

Kayu 5/7

@

650,000.00

46,800.00

0.0600 kg

Paku biasa 2'-5'

@

11,825.00

709.50

0.4500 Kg

Meni besi

@

25,000.00

11,250.00

0.2000 oh

Tukang kayu

@

55,000.00

0.4000 oh 0.0200 oh

Pekerja Kepala tukang

@ @

45,000.00 60,000.00

0.0200 oh

Mandor

@

60,000.00 JUMLAH

A. 6.6.3

11,875.00

113,238.44

1 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 M 1.2500 btg


@

9,500.00

2.5000 kg

Semen portland

@

860.00

2,150.00

Kawat Duri

@

11,000.00

275,000.00

0.0050 m3

Pasir Beton

@

324,567.03

1,622.84

0.0090 m3

Koral beton

@

314,567.03

2,831.10

0.0720 kg

Paku biasa 2'-5'

@

11,825.00

851.40

0.2000 oh

Tukang kayu

@

55,000.00

0.3000 oh 0.0200 oh

Pekerja Kepala tukang

@ @

45,000.00 60,000.00

0.0200 oh

Mandor

@

25.0000 kg

60,000.00 JUMLAH


11,875.00

294,330.34

16/160

5/11/2018


A. 6.6.4

1 M' MENGUKUR DAN MEMASANG BOUWPLANK 0.0120 m3

kayu meranti, balok

@

1,037,571.94

0.0200 kg

Paku Biasa 2' - 5'

@

11,825.00

236.50

0.0070 m3

kayu papan 3/20

@

1,037,571.94

7,263.00

0.1000 oh

tukang kayu

@

55,000.00

0.1000 oh

pekerja

@

45,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

A. 6.6.5

19,950.37

1 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN 1.2500 btg


@

9,500.00

11,875.00

0.1800 kg

Kayu

@

1,037,571.94

186,762.95

0.8500 m3

Kayu Biasa

@

1,037,571.94

881,936.15

1.1000 m3

Besi Strip

@

18,000.00

19,800.00

Semen portland

@

860.00

30,100.00

0.1500 kg

Pasir Pasang

@

249,567.03

37,435.05

0.1000 m3 0.1500 m3

Pasir Beton Koral beton

@ @

324,567.03 314,567.03

32,456.70 47,185.05

16,500.00

35.0000 kg

30.0000 Bh

Bata merah

@

550.00

0.2500 Lbr

Seng Plat

@

30,000.00

7,500.00

2.0000 Bh

Jendela Nako

@

150,000.00

300,000.00

0.0800 m2

Kaca Polos

@

80,000.00

6,400.00

0.0150 Bh

Kunci Tanam

@

125,000.00

1,875.00

0.0600 Lbr

Plywood 4 mm

@

61,500.00

3,690.00

@

55,000.00

@

55,000.00

@

45,000.00

2.0000 oh 1.0000 oh 2.0000 oh

A. 6.6.6

12,450.86

tukang kayu Tukang Batu pekerja

0.3000 oh

Kepala tukang

@

60,000.00

0.0500 oh

Mandor

@

60,000.00 JUMLAH

1,583,515.91

1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT 1.7000 btg


@

9,500.00

16,150.00

0.2100 kg

Kayu

@

1,037,571.94

217,890.11

0.3000 kg

Paku biasa 2'-5'

@

11,825.00

3,547.50

10.5000 kg

Semen portland

@

860.00

9,030.00

0.0300 m3

Pasir Beton

@

324,567.03

9,737.01

0.0500 m3

Koral beton

@

314,567.03

15,728.35

1.5000 Lbr

Seng gelombang

@

30,000.00

45,000.00

2.0000 oh

Tukang kayu

@

55,000.00

1.0000 oh

Pekerja

@

45,000.00

0.2000 oh

Kepala tukang

@

60,000.00

0.0500 oh

Mandor

@

60,000.00 JUMLAH


317,082.97

17/160

5/11/2018


A. 6.6.7

1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU 3.0000 btg


@

9,500.00

28,500.00

0.2760 kg

Kayu

@

1,037,571.94

286,369.85

0.7000 kg

Paku biasa 2'-5'

@

11,825.00

8,277.50

1.5000 Lbr

Seng gelombang bljs 32

@

30,000.00

45,000.00

1.5000 oh

Tukang kayu

@

55,000.00

1.0000 oh

Pekerja

@

45,000.00

0.1500 oh

Kepala tukang

@

60,000.00

0.0500 oh

Mandor

@

60,000.00 JUMLAH

A. 6.6.8

368,147.35

1 M' MEMBERSIHKAN LAPANGAN DAN PERATAAN 0.1000 oh

pekerja

@

45,000.00

0.0500 oh

mandor

@

364,000.00 JUMLAH

A. 6.6.9

-

1 M2 PEMBUATAN BEDENG BURUH 1.2500 btg


@

9,500.00

11,875.00

0.1860 kg 0.3000 Kg

Kayu Paku biasa 2'-5'

@ @

1,037,571.94 11,825.00

192,988.38 3,547.50

15,480.00

18.0000 kg

Semen portland

@

860.00

0.0300 m3

Pasir Beton

@

324,567.03

9,737.01

0.0500 m3

Koral beton

@

314,567.03

15,728.35

1.5000 Lbr

Seng gelombang bljs 32

@

30,000.00

45,000.00

1.3500 Lbr

Plywood 4 mm

@

61,500.00

83,025.00

2.0000 oh

Tukang kayu

@

55,000.00

1.0000 oh

Pekerja

@

45,000.00

0.2000 oh

Kepala tukang

@

60,000.00

0.0500 oh

Mandor

@

60,000.00 JUMLAH

A. 6.6.10

1 M2 PEMBUATAN BAK ADUKAN UKURAN (40 X 50 X 20) CM 0.0360 m3 Kayu Terentang

377,381.24

@

1,037,571.94

0.0800 kg

Paku biasa 2'-5'

@

11,825.00

946.00

1.0000 btg

kaso 5/7

@

25,000.00

25,000.00

0.3000 oh

Tukang kayu

@

55,000.00

0.0015 oh

Mandor

@

60,000.00 JUMLAH

A. 6.6.11

37,352.59

63,298.59

1 M2 PEMBUATAN STEGGER DARI BAMBU,UKURAN (40X50X20) CM 1.0000 btg

Bambu dia. 6 - 8 / 600 cm

@

10,000.00

10,000.00

0.2500 kg

Tali Ijuk

@

25,000.00

6,250.00

0.0170 oh

Tukang kayu

@

55,000.00

0.2500 oh

Pekerja

@

45,000.00

0.0020 oh

Kepala tukang

@

60,000.00

0.0130 oh

Mandor

@

60,000.00 JUMLAH


16,250.00

18/160

5/11/2018


A. 6.6.12

1 M2 PEMBUATAN JALAN SEMENTARA 0.1500 m3

Batu Belah 15/20

@

165,000.00

24,750.00

0.0900 m3

Batu Pecah 5/7

@

170,000.00

15,300.00

0.0100 m3

Pasir pasang

@

1,500,000.00

15,000.00

1.0000 oh

pekerja

@

150,000.00

0.0500 oh

mandor

@

10,000.00 JUMLAH

A. 6.6.13

55,050.00

1 M3 BONGKARAN BETON BERTULANG 6.6670 oh 0.3330 oh

pekerja Mandor

@

45,000.00

@

60,000.00 JUMLAH

A. 6.6.14

-

1 M3 BONGKARAN DINDING TEMBOK BATA MERAH 6.6670 oh 0.3330 oh

pekerja Mandor

@

45,000.00

@

60,000.00 JUMLAH

A. 6.6.15

-

1 M' PASANG PAGAR KAWAT JARING GALVANIS.TINGGI 1,00 M 0.4340 m2 0.0420 oh

Pagar Kawat jaring Pekerja

@ @

37,500.00 45,000.00

0.0040 oh

Kepala tukang

@

60,000.00

0.0420 oh

Tukang

@

55,000.00

0.0020 oh

Mandor

@

60,000.00 JUMLAH

A. 6.6.16

16,275.00

16,275.00

1 M' PASANG PAGAR BETON PRACETAK ( 5X50X213) CM 0.9860 lbr

Panel Beton Pracetak

@

0.5250 btg

Kolom Beton Pracetak

@

0.0740 m3

Pasir Beton

@

324,567.03

0.1460 m3

Koral

@

314,567.03

45,926.7862

Semen Abu- abu

@

43,000.00

1,935,000.0000

0.1250 oh 0.0120 oh

Tukang batu Kepala tukang

@ @

55,000.00 60,000.00

0.3750 oh

pekerja

@

45,000.00

0.0190 oh

mandor

@

45.0000 kg

-

24,017.9601

60,000.00 JUMLAH

2,004,944.75

B. PEKERJAAN TANAH

B. 6.6.1

1 M3 GALIAN TANAH BIASA SEDALAM 1 M' 0.4000 oh

pekerja

92.4000

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

0.0400 oh

60,000.00 JUMLAH


19/160

5/11/2018


B. 6.6.2


pekerja

45,000.00

-

oh

tukang gali

-

oh

kepala tukang

@

mandor

@

0.0520 oh

55,000.00 60,000.00 60,000.00 JUMLAH

B. 6.6.3


pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

0.0730 oh

60,000.00 JUMLAH

B. 6.6.4

1 M3 GALIAN TANAH KERAS SEDALAM 1 M' 0.6250 oh

pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

60,000.00 JUMLAH

0.0620 oh B. 6.6.5

1 M3 GALIAN TANAH CADAS SEDALAM 1 M 1.2500 oh

pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

0.1250 oh

60,000.00 JUMLAH

B. 6.6.6

1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M' 0.8230 oh

pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

60,000.00 JUMLAH

pekerja

@

45,000.00

0.0830 oh B. 6.6.7

1 M2 PEKERJAAN STRIPPING SETINGGI 1 M 0.0500 oh -

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

0.0050 oh

60,000.00 JUMLAH

B. 6.6.8

1 M3 PEMBUANGAN TANAH SEJAUH 150 M 0.5160 oh

pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

60,000.00 JUMLAH

0.0500 oh


20/160

5/11/2018


B. 6.6.9

1 M3 URUGAN KEMBALI 0.1920 oh

pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

0.0190 oh

60,000.00 JUMLAH

B. 6.6.10

PEMADATAN TANAH 0.5000 oh

pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

0.0500 oh

60,000.00 JUMLAH

B. 6.6.11

B. 6.6.11.a

1 M3 URUGAN TANAH 1.2000 M3

Tanah urug

@

162,261.35

0.2500 oh

pekerja

@

45,000.00

0.0250 oh

mandor

@

60,000.00

1.0000 oh

Ls biaya pemadatan

@

25,500.00 JUMLAH

194,713.62

1 M3 URUGAN PASIR 1.2000 M3

pasir urug

@

199,567.03

0.3000 oh

pekerja

@

45,000.00

0.0100 oh

mandor

@

60,000.00

1.0000 oh

Ls biaya pemadatan

@

239,480.43

1 M3 LAPISAN PUDEL CAMP 1 Kp : 3 Ps : 7 TL 0.3300 M3

pasir urug

@

0.1090 M3

kapur padam

@

199,567.03

0.7630 M3

tanah liat

@

0.8330 oh 0.4160 oh

pekerja tukang batu

@ @

45,000.00 55,000.00

0.0400 oh

kepala tukang

@

60,000.00

0.0830 oh

mandor

@

65,857.12

60,000.00 JUMLAH

B. 6.6.13

239,480.43

25,500.00 JUMLAH

B. 6.6.12

194,713.62

65,857.12

1 M3 LAPISAN PUDEL CAMP 1 Kp : 5 TL 0.2000 M3

kapur padam

@

1.0000 M3

tanah liat

@

-

0.8330 oh

pekerja

@

45,000.00

0.4160 oh

tukang batu

@

55,000.00

0.0410 oh

kepala tukang

@

60,000.00

0.0810 oh

mandor

@

-

60,000.00 JUMLAH


-

21/160

5/11/2018


B. 6.6.14

1 M3 PEMASANGAN LAPISAN IJUK 1.2000 m3

ijuk

@

0.1500 oh

pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

0.0150 oh

60,000.00 JUMLAH

B. 6.6.15

-

1 M3 URUGAN SIRTU 1.2000 M3

Sirtu

@

209,567.03

0.2500 oh

pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

0.0250 oh

60,000.00 JUMLAH

B. 6.6.16

251,480.43

251,480.43

1 M2 PEMBUATAN JALAN SEMENTARA. TEBAL 25 CM 0.2750 m3

batu belah

@

214,567.03

59,005.9329

0.0300 m3 0.0500 m3

kerikil pasir

@ @

314,567.03 249,567.03

9,437.0109 12,478.3514

1.0000 oh

pekerja

@

45,000.00

-

oh

tukang gali

@

55,000.00

-

oh

kepala tukang

@

60,000.00

mandor

@

0.1000 oh

60,000.00 JUMLAH

80,921.30

C. PEKERJAAN PONDASI

C.6.6.1

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1 Ps 1.1000 m3

batu belah 15/20 cm

@

214,567.03

236,023.7318

semen porland

@

860.00

337,120.0000

0.3140 m3

pasir pasang

@

249,567.03

78,364.0471

1.5000 oh 0.6000 oh

pekerja tukang batu

@ @

45,000.00 55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

392.0000 kg

60,000.00 JUMLAH

C.6.6.2

651,507.78


batu belah 15/20 cm

@

214,567.03

236,023.7318

semen porland

@

860.00

229,620.0000

0.4270 m3

pasir pasang

@

249,567.03

106,565.1213

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

267.0000 kg

60,000.00 JUMLAH


572,208.85

22/160

5/11/2018


C.6.6.3

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2,5 Ps 1.1000 m3

batu belah 15/20 cm

@

214,567.03

236,023.73

semen porland

@

860.00

337,120.00

0.3140 m3

pasir pasang

@

249,567.03

78,364.05

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

392.0000 kg

60,000.00 JUMLAH

C.6.6.4

1.1000 m3

batu belah 15/20 cm

@

214,567.03

236,023.73

semen porland

@

860.00

173,720.00

0.4850 m3

pasir pasang

@

249,567.03

121,040.01

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

60,000.00 JUMLAH

202.0000 kg

C.6.6.5

651,507.78

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Ps

530,783.74

1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps 1.1000 m3

batu belah 15/20 cm

@

214,567.03

236,023.73

semen porland

@

860.00

140,180.00

0.5200 m3

pasir pasang

@

249,567.03

129,774.86

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

163.0000 kg

60,000.00 JUMLAH

C.6.6.6

505,978.59

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 5 Ps 1.1000 m3 136.0000 kg

batu belah 15/20 cm semen porland

@ @

214,567.03 860.00

236,023.73 116,960.00

0.5440 m3

pasir pasang

@

249,567.03

135,764.46

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

60,000.00 JUMLAH

C.6.6.7

488,748.20


batu belah 15/20 cm

@

214,567.03

236,023.73

semen porland

@

860.00

100,620.00

0.5610 m3

pasir pasang

@

249,567.03

140,007.10

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

117.0000 kg

60,000.00 JUMLAH


476,650.83

23/160

5/11/2018


C.6.6.8


batu belah 15/20 cm

@

214,567.03

semen porland

@

860.00

78,260.00

0.5610 m3

pasir pasang

@

249,567.03

140,007.10

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

91.0000 kg

60,000.00 JUMLAH

C.6.6.9

454,290.83

1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 1 Ps 1.1000 m3

batu belah 15/20 cm

@

214,567.03

236,023.73

0.2290 kg

kapur pasang

@

5,000.00

1,145.00

0.2290 m3

semen merah

@

1,600.00

366.40

0.5440 oh

pasir pasang

@

249,567.03

135,764.46

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh 0.0750 oh

kepala tukang mandor

@ @

60,000.00 60,000.00 JUMLAH

C.6.6.10

C.6.6.11

236,023.73

373,299.60

1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 2 Ps 1.1000 m3

batu belah 15/20 cm

@

214,567.03

236,023.73

0.1700 kg

kapur pasang

@

5,000.00

850.00

0.1700 m3

semen merah

@

1,600.00

272.00

0.3400 oh

pasir pasang

@

249,567.03

84,852.79

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

60,000.00 JUMLAH

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1/4 Kp ; 4 Ps 1.1000 m3

batu belah 15/20 cm

@

214,567.03

236,023.73

semen portland

@

860.00

134,160.00

0.0320 m3

kapur pasang

@

5,000.00

160.00

0.5480 oh

pasir pasang

@

249,567.03

136,762.73

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

156.0000 kg

60,000.00 JUMLAH


321,998.52

507,106.46

24/160

5/11/2018


C.6.6.12

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Kp ; 10 Ps 1.1000 m3

batu belah 15/20 cm

@

214,567.03

236,023.73

semen portland

@

860.00

52,460.00

0.1470 m3

kapur pasang

@

5,000.00

735.00

0.4920 oh

pasir pasang

@

249,567.03

122,786.98

1.5000 oh

pekerja

@

45,000.00

0.6000 oh

tukang batu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

61.0000 kg

60,000.00 JUMLAH

C.6.6.13

412,005.71

1 M3 PASANG PONDASI BATU KALI, 1/4 Pc ; 1 Kp ; 4 Ps 1.1000 m3

batu belah 15/20 cm

@

214,567.03

236,023.73

semen portland

@

860.00

35,260.00

0.1310 m3

kapur pasang

@

5,000.00

655.00

0.5230 oh

pasir pasang

@

249,567.03

130,523.56

1.5000 oh

pekerja

@

45,000.00

0.6000 oh 0.0600 oh

tukang batu kepala tukang

@ @

55,000.00 60,000.00

0.0750 oh

mandor

@

41.0000 kg

60,000.00 JUMLAH

C. 6.6.14

402,462.29

1 M3 PASANGAN BATU KOSONG (AANSTAMPING) 1.2000 m3

batu gunung

@

214,567.03

257,480.43

0.3000 m3

pasir urug

@

199,567.03

59,870.11

0.7800 oh

pekerja

@

45,000.00

0.3900 oh

tukang batu

@

55,000.00

0.0390 oh

kepala tukang

@

60,000.00

0.0390 oh

mandor

@

60,000.00 JUMLAH

C. 6.6.15

317,350.54

1 M3 PASANG PONDASI SIKLOP 40 % BATU KALI 75.0000 kg

besi beton

@

11,000.00

825,000.00

semen portland

@

860.00

173,720.00

0.3200 m3

pasir beton

@

324,567.03

103,861.45

0.4900 m3

koral beton

@

314,567.03

154,137.84

0.8000 kg

kawat beton

@

10,000.00

8,000.00

3.0000 oh

pekerja

@

45,000.00

0.8500 oh

tukang batu

@

55,000.00

0.0850 oh

kepala tukang

@

60,000.00

0.1500 oh

mandor

@

202.0000 kg

60,000.00 JUMLAH


1,264,719.29

25/160

5/11/2018


C. 6.6.16

1 M3 PASANG PONDASI SUMURAN DIA 100 CM 0.4500 kg

batu belah 15/20

@

214,567.03

96,555.16

semen portland

@

860.00

240,800.00

0.4500 m3

pasir beton

@

324,567.03

146,055.16

0.6700 m3

koral beton

@

314,567.03

210,759.91

2.3800 oh

pekerja

@

45,000.00

0.3000 oh

tukang batu

@

55,000.00

0.0300 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

280.0000 kg

60,000.00 JUMLAH

C. 6.6.17

694,170.24

PEMBUATAN TIANG PANCANG (40X40) CM, BETON BERTULANG 0.0190 m3

pasir urug darat

@

199,567.03

3,791.77

0.0940 m3

pasir beton

@

324,567.03

30,509.30

0.1500 m3

47,185.05

koral beton

@

314,567.03

60.5000 kg

semen portland

@

860.00

52,030.00

45.0000 kg

besi beton

@

11,000.00

495,000.00

0.9000 kg 0.0320 m3

kawat beton kayu kaso 5/7

@ @

10,000.00 1,037,571.94

9,000.00 33,202.30

0.1200 kg

paku

@

11,825.00

1,419.00

0.0900 lt

minyak bekisting

@

5,000.00

450.00

0.2400 kg

plamur tembok

@

28,000.00

6,720.00

1.0000 oh

pekerja

@

45,000.00

0.6700 oh

tukang batu

@

55,000.00

0.0670 oh

kepala tukang

@

60,000.00

0.0500 oh

mandor

@

60,000.00 JUMLAH

C. 6.6.18

679,307.43

PEMBUATAN TIANG PANCANG (35X35) CM, BETON BERTULANG 0.0160 m3

pasir urug darat

@

199,567.03

3,193.07

0.0800 m3 0.1250 m3

pasir beton koral beton

@ @

324,567.03 314,567.03

25,965.36 39,320.88

49.0000 kg

semen portland

@

860.00

42,140.00

34.5000 kg

besi beton

@

11,000.00

379,500.00

0.7000 kg

kawat beton

@

10,000.00

7,000.00

0.0270 m3

kayu kaso 5/7

@

1,037,571.94

28,014.44

0.1200 kg

paku

@

11,825.00

1,419.00

0.0900 lt

minyak bekisting

@

5,000.00

450.00

0.2000 kg

plamur tembok

@

28,000.00

5,600.00

0.8000 oh

pekerja

@

45,000.00

0.5000 oh

tukang batu

@

55,000.00

0.0500 oh

kepala tukang

@

60,000.00

0.0400 oh

mandor

@

60,000.00 JUMLAH


532,602.76

26/160

5/11/2018


D. PEKERJAAN DINDING

D.6.6.1

1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 1 Ps 120.0000 bh

bata merah

@

550.00

66,000.00

semen portland

@

860.00

55,065.80

0.0590 m3

pasir pasang

@

249,567.03

14,724.45

0.6500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

64.0300 kg

60,000.00 JUMLAH

D.6.6.2

135,790.25


bata merah

@

550.00

66,000.00

semen portland

@

860.00

37,410.00

0.0800 m3

pasir pasang

@

249,567.03

19,965.36

0.6500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh 0.0300 oh


@ @

60,000.00 60,000.00

43.5000 kg

JUMLAH D.6.6.3

123,375.36


bata merah

@

550.00

66,000.00

semen portland

@

860.00

28,337.00

0.0910 m3

pasir pasang

@

249,567.03

22,710.60

0.6500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

32.9500 kg

60,000.00 JUMLAH

D.6.6.4

1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps 120.0000 bh bata merah

117,047.60

@

550.00

66,000.00

semen portland

@

860.00

22,833.00

0.0930 m3

pasir pasang

@

249,567.03

23,209.73

0.6500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

26.5500 kg

60,000.00 JUMLAH

D.6.6.5

112,042.73


bata merah

@

550.00

66,000.00

semen portland

@

860.00

19,092.00

0.1020 m3

pasir pasang

@

249,567.03

25,455.84

0.6500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

22.2000 kg

60,000.00 JUMLAH


110,547.84

27/160

5/11/2018


D.6.6.6


bata merah

@

550.00

66,000.00

semen portland

@

860.00

19,092.00

0.1020 m3

pasir pasang

@

249,567.03

25,455.84

0.6500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

22.2000 kg

60,000.00 JUMLAH

D.6.6.7

1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Kp ; 120.0000 bh

110,547.84

@

bata merah

@

550.00

semen portland

@

860.00

8,668.80

0.0925 m3

pasir pasang

@

249,567.03

23,084.95

0.0275 m3

kapur pasang

@

5,000.00

137.50

0.6500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh 0.0300 oh


@ @

60,000.00 60,000.00

10.0800 kg

JUMLAH D.6.6.8

97,891.25

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc ; 1 Ps 60.0000 bh

bata merah

@

550.00

33,000.00

27.8000 kg

semen portland

@

860.00

23,908.00

0.0280 m3

pasir pasang

@

249,567.03

6,987.88

0.3200 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH

D. 6.6.9

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 2 ps 60.0000 bh bata merah 8 x 8 x 15 cm

63,895.88

@

550.00

33,000.00

semen porland

@

860.00

16,297.00

0.0380 m3

pasir pasang

@

249,567.03

9,483.55

0.3200 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

18.9500 kg

60,000.00 JUMLAH

D. 6.6.10

66,000.00

58,780.55

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 ps 60.0000 bh

bata merah 8 x 8 x 15 cm

@

550.00

33,000.00

14.3700 kg

semen porland

@

860.00

12,358.20

0.0400 m3

pasir pasang

@

249,567.03

9,982.68

0.3200 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH


55,340.88

28/160

5/11/2018


D. 6.6.11



@

550.00

11.5000 kg

semen porland

@

860.00

9,890.00

0.0430 m3

pasir pasang

@

249,567.03

10,731.38

0.3200 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH

D. 6.6.12

53,621.38



@

550.00

9.6800 kg

semen porland

@

860.00

8,324.80

0.0450 m3

pasir pasang

@

249,567.03

11,230.52

0.3200 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0100 oh 0.0150 oh


@ @

60,000.00 60,000.00 JUMLAH

D. 6.6.13

33,000.00

52,555.32



@

550.00

8.3200 kg

semen porland

@

860.00

7,155.20

0.0490 m3

pasir pasang

@

249,567.03

12,228.78

0.3200 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

33,000.00

60,000.00 JUMLAH

D. 6.6.14

33,000.00

52,383.98



@

550.00

6.5000 kg

semen porland

@

860.00

5,590.00

0.0500 m3

pasir pasang

@

249,567.03

12,478.35

0.3200 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH


33,000.00

51,068.35

29/160

5/11/2018


D. 6.6.15

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 Kp ; 10 ps 60.0000 bh


@

550.00

4.5000 kg

semen porland

@

860.00

3,870.00

0.0500 m3

pasir pasang

@

249,567.03

12,478.35

0.0150 m3

kapur padam

@

5,000.00

0.3200 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH

D. 6.6.16

49,348.35

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 1 Sm ; 1 ps 60.0000 bh

bata merah

@

550.00

0.0180 kg

semen merah/bata merah tumbu

@

1,600.00

28.80

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

0.0180 m3

kapur padam

@

5,000.00

90.00

0.3200 oh 0.1000 oh

pekerja tukang batu

@ @

45,000.00 55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

37,611.01

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp ; 1 Sm ; 2 Ps 60.0000 bh

bata merah

@

550.00

0.0140 kg

semen merah/bata merah tumbu

@

1,600.00

22.40

0.0280 m3

pasir pasang

@

249,567.03

6,987.88

0.0140 m3

kapur padam

@

5,000.00

70.00

0.3200 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0100 oh 0.0150 oh


@ @

60,000.00 60,000.00 JUMLAH

D. 6.6.18

33,000.00

60,000.00 JUMLAH

D. 6.6.17

33,000.00

33,000.00

40,080.28

1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.20) 12.5000 bh

Hollow block

@

6,000.00

75,000.00

13.5000 kg

semen portland

@

860.00

11,610.00

0.0480 m3

pasir pasang

@

249,567.03

11,979.22

1.9500 m3

besi beton polos

@

11,000.00

21,450.00

0.3500 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0170 oh

mandor

@

60,000.00 JUMLAH


120,039.22

30/160

5/11/2018


D. 6.6.19


Hollow block

@

5,000.00

62,500.00

10.4500 kg

semen portland

@

860.00

8,987.00

0.0380 m3

pasir pasang

@

249,567.03

9,483.55

1.9500 m3

besi beton polos

@

11,000.00

21,450.00

0.3200 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH

D. 6.6.20

102,420.55


Hollow block

@

3,000.00

37,500.00

7.5000 kg

semen portland

@

860.00

6,450.00

0.0270 m3

pasir pasang

@

249,567.03

6,738.31

1.9500 m3

besi beton polos

@

11,000.00

21,450.00

0.3200 oh 0.1000 oh

pekerja tukang batu

@ @

45,000.00 55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH

D. 6.6.21

72,138.31

1 M2 PASANGAN DINDING CON BLOCK (HB.20) 12.5000 bh

concrete block

@

6,000.00

75,000.00

14.0500 kg

semen portland

@

860.00

12,083.00

0.0040 m3

pasir beton

@

324,567.03

1,298.27

0.0420 m3

pasir pasang

@

249,567.03

10,481.82

3.8700 kg

besi beton polos

@

11,000.00

42,570.00

0.0060 kg

paku biasa 2" - 5"

@

11,825.00

70.95

0.0010 kg 0.0300 kg

kayu terentang kawat beton

@ @

55,000.00 10,000.00

55.00 300.00

0.0050 kg

koral beton

@

314,567.03

1,572.84

0.3700 oh

pekerja

@

45,000.00

0.1570 oh

tukang batu

@

55,000.00

0.0070 oh

tukang besi

@

55,000.00

0.0164 oh

kepala tukang

@

60,000.00

0.0185 oh

mandor

@

60,000.00 JUMLAH


143,431.87

31/160

5/11/2018


D. 6.6.22

1 M2 PASANGAN DINDING CON BLOCK (HB.15) 12.5000 bh

concrete block

@

5,000.00

62,500.00

10.4600 kg

semen portland

@

860.00

8,995.60

0.0300 m3

pasir beton

@

324,567.03

9,737.01

0.0320 m3

pasir pasang

@

249,567.03

7,986.14

0.8700 kg

besi beton polos

@

11,000.00

9,570.00

0.0040 kg

paku biasa 2" - 5"

@

11,825.00

47.30

0.0010 kg

kayu terentang

@

55,000.00

55.00

0.0200 kg

kawat beton

@

10,000.00

200.00

0.0040 kg

koral beton

@

314,567.03

1,258.27

0.3400 oh

pekerja

@

45,000.00

0.1300 oh

tukang batu

@

55,000.00

0.0070 oh

tukang besi

@

55,000.00

0.0137 oh

kepala tukang

@

60,000.00

0.0170 oh

mandor

@

60,000.00 JUMLAH

D. 6.6.23

1 M2 PASANGAN DINDING CON BLOCK (HB.10) 12.5000 bh concrete block

100,349.32

@

3,000.00

37,500.00

7.2000 kg

semen portland

@

860.00

6,192.00

0.0020 m3

pasir beton

@

324,567.03

649.13

0.0210 m3

pasir pasang

@

249,567.03

5,240.91

2.5400 kg

besi beton polos

@

11,000.00

27,940.00

0.0030 kg

paku biasa 2" - 5"

@

11,825.00

35.48

0.0010 kg

kayu terentang

@

55,000.00

55.00

0.0150 kg

kawat beton

@

10,000.00

150.00

0.0030 kg

koral beton

@

314,567.03

943.70

0.3400 oh

pekerja

@

45,000.00

0.1070 oh

tukang batu

@

55,000.00

0.0070 oh 0.0114 oh

tukang besi kepala tukang

@ @

55,000.00 60,000.00

0.0170 oh

mandor

@

60,000.00 JUMLAH

D. 6.6.24

78,706.22

1 M2 PASANGAN DINDING LATAI

2.5000 bh

bondbeam 40x20x20 cm

@

-

5.1000 kg

semen portland

@

860.00

4,386.00

0.0800 m3

pasir beton

@

324,567.03

25,965.36

1.5000 kg

besi beton polos

@

11,000.00

16,500.00

0.1500 m3

koral beton

@

314,567.03

47,185.05

0.1000 oh

pekerja

@

45,000.00

0.0300 oh 0.0300 oh

tukang batu tukang besi

@ @

55,000.00 55,000.00

0.0060 oh

kepala tukang

@

60,000.00

mandor

@

0.005 oh

60,000.00 JUMLAH


-

94,036.42

32/160

5/11/2018


D. 6.6.25

1 M2 PASANGAN DINDING ROSTER 20 X 20

0.04

26.0000 bh

roster / terawang

@

3,000.00

78,000.00

25

12.8000 kg

semen porland

@

860.00

11,008.00

0.0350 m3

pasir pasang

@

249,567.03

8,734.85

0.3000 oh

pekerja

@

45,000.00

0.1000 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH

D. 6.6.26

97,742.85

1 M2 PASANG BATA BERONGGA UKURAN ( 5x11x24 ) cm

0.04

80.0000 bh

bata berongga

@

550.00

25

23.6500 kg

semen porland

@

860.00

20,339.00

0.5700 m3

pasir pasang

@

249,567.03

142,253.21

0.3200 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH

D. 6.6.27

44,000.00

206,592.21

1 M2 PASANG DINDING ANYAMAN BAMBU RANGKA KAYU

0.04

1.5000 m2

bilik bambu

@

2,500.00

3,750.00

25

0.0140 m3

kayu

@

1,037,571.94

14,526.01

0.0120 kg

paku

@

11,825.00

141.90

0.0030 m3

list kayu 2/4

@

1,037,571.94

3,112.72

0.1000 oh

pekerja

@

45,000.00

0.0500 oh

tukang batu

@

55,000.00

0.0050 oh

kepala tukang

@

60,000.00

0.0020 oh

mandor

@

60,000.00

21,530.62 D. 6.6.28

1 M2 PASANG DINDING PEMISAH PLYW OOD RANGKAP RANGKA KAYU MERANTI 0.0195 m3

balok kayu meranti

@

1,037,571.94

20,232.65

0.0070 m3

papan kayu meranti

@

1,187,571.94

8,313.00

0.1000 kg

paku biasa 2' - 5'

@

11,825.00

1,182.50

1.0000 lbr

plywood 4 mm

@

61,500.00

61,500.00

0.2000 oh

pekerja

@

45,000.00

0.6000 oh

tukang kayu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH


91,228.16

33/160

5/11/2018


E. PEKERJAAN PLESTERAN

E. 6.6.1

1 M2 PLESTERAN 1 pc ; 1 ps, TEBAL 15 MM 12.9200 kg

semen portland

@

860.00

11,111.20

0.0130 m3

pasir pasang

@

249,567.03

3,244.37

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00

14,355.57 E. 6.6.2


semen portland

@

860.00

7,327.20

0.0170 m3

pasir pasang

@

249,567.03

4,242.64

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.3

1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 15 MM 6.4800 kg semen portland

11,569.84

@

860.00

5,572.80

0.0190 m3

pasir pasang

@

249,567.03

4,741.77

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.4

10,314.57


semen portland

@

860.00

4,472.00

0.0200 m3

pasir pasang

@

249,567.03

4,991.34

0.2000 oh

pekerja

@

45,000.00

0.1500 oh 0.0150 oh


@ @

55,000.00 60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.5

9,463.34


semen portland

@

860.00

3,715.20

0.0220 m3

pasir pasang putih

@

249,567.03

5,490.47

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH


9,205.67

34/160

5/11/2018


E. 6.6.6


semen portland

@

860.00

3,164.80

0.0230 m3

pasir pasang putih

@

249,567.03

5,740.04

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.7

8,904.84


semen portland

@

860.00

2,476.80

0.0240 m3

pasir pasang

@

249,567.03

5,989.61

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.8

1 M2 PLESTERAN 1 pc ; 0,5 Kp ; 3 Ps, TEBAL 15 MM 5.7600 kg semen portland

8,466.41

@

860.00

0.0030 m3

Kapur padam

@

5,000.00

15.00

0.0130 m3

pasir pasang

@

249,567.03

3,244.37

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.9

8,212.97

1 M2 PLESTERAN 1 pc ; 3 Kp ; 10 Ps, TEBAL 15 MM 1.8400 kg

semen portland

@

860.00

1,582.40

0.0060 m3

Kapur padam

@

5,000.00

30.00

0.0140 m3 0.2000 oh

pasir pasang pekerja

@ @

249,567.03 45,000.00

3,493.94

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.10

4,953.60

5,106.34

1 M2 PLESTERAN 0,5 pc ; 1 Kp ; 4 Ps, TEBAL 15 MM 3.0000 kg

semen portland

@

860.00

0.0050 m3

Kapur padam

@

5,000.00

25.00

0.0190 m3

pasir pasang

@

249,567.03

4,741.77

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH


2,580.00

7,346.77

35/160

5/11/2018


E. 6.6.11

1 M2 PLESTERAN 1 Kp ; 1 Sm ; 1 Ps, TEBAL 15 MM 0.0090 kg

semen merah

@

860.00

7.74

0.0090 m3

Kapur padam

@

5,000.00

45.00

0.0090 m3

pasir pasang

@

249,567.03

2,246.10

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.12

2,298.84

1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 15 MM 0.0070 kg

semen merah

@

860.00

6.02

0.0070 m3

Kapur padam

@

5,000.00

35.00

0.0150 m3

pasir pasang

@

249,567.03

3,743.51

0.2000 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.13

3,784.53


semen portland

@

860.00

12,280.80

0.0230 m3

pasir pasang

@

249,567.03

5,740.04

0.2500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.14

18,020.84


semen portland

@

860.00

9,288.00

0.0260 m3 0.2500 oh


@ @

249,567.03 45,000.00

6,488.74

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.15

15,776.74

1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 20 MM


8.6800 kg

semen portland

@

860.00

7,464.80

0.0280 m3

pasir pasang

@

249,567.03

6,987.88

0.2500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

14,452.68

36/160

5/11/2018


E. 6.6.16


semen portland

@

860.00

6,269.40

0.0280 m3

pasir pasang

@

249,567.03

6,987.88

0.2500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.17

13,257.28


semen portland

@

860.00

5,366.40

0.0300 m3

pasir pasang putih

@

249,567.03

7,487.01

0.2500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.18

1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 20 MM 0.0090 kg semen merah

12,853.41

@

860.00

7.74

0.0090 m3

Kapur padam

@

5,000.00

45.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

0.2500 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.19

4,544.95


semen portland

@

860.00

13,330.00

0.0130 m3

pasir pasang

@

249,567.03

3,244.37

0.3000 oh 0.2000 oh

pekerja tukang batu

@ @

45,000.00 55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.20

16,574.37


semen portland

@

860.00

10,105.00

0.0350 m3

pasir pasang

@

249,567.03

8,734.85

0.3000 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH


18,839.85

37/160

5/11/2018


E. 6.6.21


semen portland

@

860.00

8,152.80

0.0380 m3

pasir pasang

@

249,567.03

9,483.55

0.3000 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.22

17,636.35


semen portland

@

860.00

6,828.40

0.0390 m3

pasir pasang

@

249,567.03

9,733.11

0.3000 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.23

1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 30 MM 18.6500 kg semen portland

16,561.51

@

860.00

16,039.00

0.0350 m3

pasir pasang

@

249,567.03

8,734.85

0.3200 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.24

24,773.85


semen portland

@

860.00

12,169.00

0.0390 m3

pasir pasang

@

249,567.03

9,733.11

0.3200 oh

pekerja

@

45,000.00

0.2500 oh 0.0250 oh


@ @

55,000.00 60,000.00

0.0150 oh

mandor

@

60,000.00

21,902.11 E. 6.6.25


semen portland

@

860.00

9,786.80

0.0420 m3

pasir pasang

@

249,567.03

10,481.82

0.3200 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH


20,268.62

38/160

5/11/2018


E. 6.6.26


semen portland

@

860.00

7,043.40

0.0450 m3

pasir pasang

@

249,567.03

11,230.52

0.3200 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0150 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.27

18,273.92

1 M2 BERAPEN 1 pc ; 3 ps, TEBAL 30 MM 7.0700 kg

semen portland

@

860.00

6,080.20

0.0210 m3

pasir pasang

@

249,567.03

5,240.91

0.1500 oh

pekerja

@

45,000.00

0.0700 oh

tukang batu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0080 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.28

1 M2 BERAPEN 1 pc ; 5 ps, TEBAL 15 MM 5.6700 kg semen portland

11,321.11

@

860.00

4,876.20

0.0230 m3

pasir pasang

@

249,567.03

5,740.04

0.1500 oh

pekerja

@

45,000.00

0.0700 oh

tukang batu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0080 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.29

10,616.24

1 M2 PLESTERAN BETON 1 pc ; 2 ps, TEBAL 15 MM 9.3000 kg

semen portland

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

0.0260 oh

pekerja

@

45,000.00

0.2000 oh 0.0200 oh


@ @

55,000.00 60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.30

12,490.21

1 M2 PLESTERAN BETON 1 pc ; 3 ps, TEBAL 15 MM 7.0700 kg

semen portland

@

860.00

6,080.20

0.0210 m3

pasir pasang

@

249,567.03

5,240.91

0.0260 oh

pekerja

@

45,000.00

0.2000 oh

tukang batu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH


11,321.11

39/160

5/11/2018


E. 6.6.31

1 M2 PLESTERAN SKONING 1 pc ; 2ps 0.5000 kg

semen portland

@

860.00

430.00

0.0020 m3

pasir pasang

@

249,567.03

499.13

0.0570 oh

pekerja

@

45,000.00

0.0380 oh

tukang batu

@

55,000.00

0.0380 oh

kepala tukang

@

60,000.00

0.0020 oh

mandor

@

60,000.00 JUMLAH

E. 6.6.32

929.13

1 M2 PLESTERAN GRANITO 1 pc WARNA ; 2 GRANITO, TEBAL 10 MM 0.1440 kg

1,600.00

230.40

Batu Granito

10,000.00

150,000.00

0.0500 oh

pekerja

45,000.00

0.0200 oh

tukang batu

55,000.00

0.0020 oh

kepala tukang

60,000.00

0.0050 oh

mandor

15.0000 kg

Pc Warna

60,000.00 JUMLAH

E. 6.6.33

1 M2 PLESTERAN TERASO 1 pc WARNA ; 2 BATU TERASO, TEBAL 10 MM 0.4400 kg Pc Warna 11.5000 kg

Batu teraso

150,230.40

1,600.00

704.00

7,500.00

86,250.00

0.4500 oh

pekerja

45,000.00

0.2000 oh

tukang batu

55,000.00

0.0200 oh

kepala tukang

60,000.00

0.0250 oh

mandor

60,000.00 JUMLAH

E. 6.6.34

86,954.00

1 M2 PLESTERAN CIPRAT 1 pc ; 2ps 4.3200 kg

semen portland

0.0160 m3

pasir pasang

860.00

3,715.20

249,567.03

0.2500 oh

pekerja

45,000.00

3,993.07

0.1000 oh 0.0100 oh


55,000.00 60,000.00

0.0150 oh

mandor

60,000.00 JUMLAH

E. 6.6.35

7,708.27

1 M2 PLESTERAN SIAR ADUKAN 1 pc ; 2ps 4.3200 kg

semen portland

0.0160 m3

pasir pasang

860.00

3,715.20

249,567.03

0.0150 oh

pekerja

45,000.00

3,993.07

0.0700 oh

tukang batu

55,000.00

0.0070 oh

kepala tukang

60,000.00

0.0080 oh

mandor

60,000.00 JUMLAH


7,708.27

40/160

5/11/2018


E. 6.6.36

1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS 0.5000 kg

semen portland

2.9000 kg

Batacote

860.00

430.00

1,500.00

4,350.00

0.0060 m3

pasir pasang

0.3000 oh

pekerja

249,567.03 45,000.00

1,497.40

0.2000 oh

tukang batu

55,000.00

0.0200 oh

kepala tukang

60,000.00

0.0150 oh

mandor

60,000.00 JUMLAH

6,277.40

F. PEKERJAAN KAYU

F.6.6.1

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU JATI 1.1000 m3

kayu jati, balok

@

5,000,000.00

6.0000 oh

pekerja

@

45,000.00

20.0000 oh

tukang kayu

@

55,000.00

2.0000 oh

kepala tukang

@

60,000.00

0.3000 oh

mandor

@

60,000.00 JUMLAH

F.6.6.2

5,500,000.00

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU BENGKIRAI 1.2000 m3

kayu bengkirai, balok

@

1,937,571.94

6.0000 oh

pekerja

@

45,000.00

18.0000 oh

tukang kayu

@

55,000.00

2.0000 oh

kepala tukang

@

60,000.00

0.3000 oh

mandor

@

2,325,086.33

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU ULIN 1.2000 m3

kayu ulin, balok

@

1,537,571.94

6.0000 oh

pekerja

@

45,000.00

tukang kayu

@

55,000.00


@ @

60,000.00 60,000.00

18.0000 oh 2.0000 oh 0.3000 oh

JUMLAH F.6.6.4

1,845,086.33

1,845,086.33

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU MERANTI MERAH 1.2000 m3

kayu meranti, balok

@

1,037,571.94

6.0000 oh

pekerja

@

45,000.00

18.0000 oh

tukang kayu

@

55,000.00

2.0000 oh

kepala tukang

@

60,000.00

0.3000 oh

mandor

@

1,245,086.33

60,000.00 JUMLAH

F.6.6.5

2,325,086.33

60,000.00 JUMLAH

F.6.6.3

5,500,000.00

1,245,086.33

1 M2 PASANG PINTU KLAMP KAYU BENGKIRAI 0.0360 m3

Kayu bengkirai, papan

@

2,137,571.94

76,952.59

0.0500 kg

Paku Biasa 2" - 5"

@

11,825.00

591.2500

0.3500 oh

pekerja

@

45,000.00

1.0500 oh

tukang kayu

@

55,000.00

0.1050 oh

kepala tukang

@

60,000.00

0.0180 oh

mandor

@

60,000.00 JUMLAH


77,543.84

41/160

5/11/2018


F.6.6.6

1 M2 PASANG PINTU KLAMP KAYU ULIN 0.0360 m3

Kayu ulin, papan

@

1,737,571.94

0.0500 kg

Paku ulin

@

13,750.00

0.3500 oh

pekerja

@

45,000.00

1.0500 oh

tukang kayu

@

55,000.00

0.1050 oh

kepala tukang

@

60,000.00

0.0180 oh

mandor

@

687.5

60,000.00 JUMLAH

F.6.6.7

63,240.09

1 M2 PASANG PINTU PANEL KAYU JATI 0.0400 m3

Kayu Jati, papan

@

7,000,000.00

1.0000 oh

pekerja

@

45,000.00

2.5000 oh

tukang kayu

@

55,000.00

0.2500 oh

kepala tukang

@

60,000.00

0.0500 oh

mandor

@

280,000.00

1 M2 PASANG PINTU PANEL KAYU BENGKIRAI 0.0400 m3 1.0000 oh

Kayu bengkirai, papan pekerja

@ @

2,137,571.94 45,000.00

2.5000 oh

tukang kayu

@

55,000.00

0.2500 oh

kepala tukang

@

60,000.00

0.0500 oh

mandor

@

F.6.6.10

85,502.88

1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI 0.0350 m3

Kayu Jati, papan

@

7,000,000.00

0.8000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0400 oh

mandor

@

60,000.00

JUMLAH

1 M2 PASANG PINTU DAN JENDELA KACA KAYU BENGKIRAI 0.0350 m3

Kayu Bengkirai, papan

@

2,137,571.94

0.8000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0400 oh

mandor

@

245,000.00

245,000.00

74,815.02

60,000.00 JUMLAH

F.6.6.11

85,502.88

60,000.00 JUMLAH

F.6.6.9

280,000.00

60,000.00 JUMLAH

F.6.6.8

62,552.59

74,815.02

1 M2 PASANG PINTU DAN JENDELA KACA KAYU ULIN 0.0350 m3

Kayu Ulin, papan

@

1,737,571.94

0.8000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0400 oh

mandor

@

60,815.02

60,000.00 JUMLAH


60,815.02

42/160

5/11/2018


F.6.6.12

1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI 0.0640 m3

Kayu Jati, papan

@

7,000,000.00

1.0000 oh

pekerja

@

45,000.00

3.0000 oh

tukang kayu

@

55,000.00

0.3000 oh

kepala tukang

@

60,000.00

0.3000 oh

mandor

@

60,000.00 JUMLAH

F.6.6.13

448,000.00

1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU BENGKIRAI 0.0640 m3


@

2,137,571.94

1.0000 oh

pekerja

@

45,000.00

3.0000 oh

tukang kayu

@

55,000.00

0.3000 oh

kepala tukang

@

60,000.00

0.0250 oh

mandor

@

136,804.60

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI 0.0196 m3

Kayu jati, papan

@

7,000,000.00

137,200.00

0.0300 Kg 0.3000 ltr

paku biasa 1/2" - 1" lem kayu

@ @

11,825.00 9,500.00

354.75 2,850.00

1.0000 lbr

plywood 4' x 3' x 4 mm

@

61,500.00

61,500.00

0.6000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

F.6.6.15

201,904.75

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BENGKIRAI 0.0196 m3

Kayu bangkirai, papan

@

2,137,571.94

0.0300 Kg

paku biasa 1/2" - 1"

@

11,825.00

354.75

0.3000 ltr

lem kayu

@

9,500.00

2,850.00

1.0000 lbr 0.6000 oh

plywood 4' x 3' x 4 mm pekerja

@ @

61,500.00 45,000.00

61,500.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

41,896.41

60,000.00 JUMLAH

F.6.6.16

136,804.60

60,000.00 JUMLAH

F.6.6.14

448,000.00

106,601.16

1 M2 PASANG JALUSI MATI KUSEN KAYU JATI 0.0600 m3

Kayu jati, papan

@

7,000,000.00

420,000.00

0.1500 Kg


@

11,825.00

1,773.75

0.5000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0250 oh

mandor

@

60,000.00 JUMLAH


421,773.75

43/160

5/11/2018


F.6.6.17

1 M2 PASANG JALUSI MATI KUSEN KAYU BENGKIRAI 0.0600 m3


@

2,137,571.94

128,254.32

0.1500 Kg


@

11,825.00

1,773.75

0.5000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0250 oh

mandor

@

60,000.00 JUMLAH

F.6.6.18

F.6.6.19

130,028.07

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU ULIN 0.0196 m3

Kayu ulin, papan

@

1,737,571.94

0.0300 Kg

paku ulin

@

13,750.00

412.50

0.3000 ltr

lem kayu

@

9,500.00

2,850.00

1.0000 lbr


@

61,500.00

61,500.00

0.6000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

98,818.91

1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU JATI 0.0196 m3

Kayu jati, papan

@

7,000,000.00

137,200.00

0.3000 Kg


@

11,825.00

3,547.50

0.3000 ltr

lem kayu

@

9,500.00

2,850.00

1.0000 lbr

teakwood 4 mm

@

113,500.00

113,500.00

0.6000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

F.6.6.20

34,056.41

1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU BENGKIRAI 0.0196 m3 kayu Bengkirai, papan @

2,137,571.94

0.0300 Kg


@

11,825.00

354.75

0.3000 ltr

lem kayu

@

9,500.00

2,850.00

1.0000 lbr

teakwood 4 mm

@

113,500.00

113,500.00

0.6000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

41,896.41

60,000.00 JUMLAH


257,097.50

158,601.16

44/160

5/11/2018


F.6.6.21

1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU JATI 0.0196 m3

kayu jati, papan

@

7,000,000.00

0.0300 Kg


@

11,825.00

354.75

0.8000 ltr

lem kayu

@

9,500.00

7,600.00

1.0000 lbr


@

61,500.00

61,500.00

0.5000 lbr

Formika

@

75,000.00

37,500.00

0.8000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2500 oh

kepala tukang

@

60,000.00

0.0400 oh

mandor

@

60,000.00 JUMLAH

F.6.6.22

244,154.75

1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU BENGKIRAI 0.0196 m3

kayu bengkirai, papan

@

2,137,571.94

0.0300 Kg


@

11,825.00

354.75

0.8000 ltr

lem kayu

@

9,500.00

7,600.00

1.0000 lbr


@

61,500.00

61,500.00

0.5000 lbr 0.8000 oh

Formika pekerja

@ @

75,000.00 45,000.00

37,500.00

2.0000 oh

tukang kayu

@

55,000.00

0.2500 oh

kepala tukang

@

60,000.00

0.0400 oh

mandor

148,851.16

1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI 0.0196 m3

kayu jati, papan

@

7,000,000.00

0.0300 Kg


@

11,825.00

354.75

0.8000 ltr

lem kayu

@

9,500.00

7,600.00

0.5000 lbr

teakwood 4' x 8' x 4 mm

@

113,500.00

56,750.00

0.5000 lbr

Formika 4' x 3'

@

75,000.00

37,500.00

0.8000 oh 2.0000 oh

pekerja tukang kayu

@ @

45,000.00 55,000.00

0.2500 oh

kepala tukang

@

60,000.00

0.0400 oh

mandor

@

137,200.00

60,000.00 JUMLAH

F.6.6.24

41,896.41

60,000.00 JUMLAH

F.6.6.23

137,200.00

239,404.75

1 M2 PASANG PINTU TEAKWOOD & FORMIKA, RANGKA KAYU BENGKIRAI 0.0196 m3


@

2,137,571.94

0.0300 Kg


@

11,825.00

354.75

0.8000 ltr

lem kayu

@

9,500.00

7,600.00

0.5000 lbr

teakwood 4' x 8' x 4 mm

@

113,500.00

56,750.00

0.5000 ltr

vernis

@

8,500.00

4,250.00

0.5000 lbr

Formika 4' x 8'

@

75,000.00

37,500.00

0.8000 oh

pekerja

@

45,000.00

2.0000 oh

tukang kayu

@

55,000.00

0.2500 oh

kepala tukang

@

60,000.00

0.0400 oh

mandor

@

60,000.00 JUMLAH


41,896.41

148,351.16

45/160

5/11/2018


F.6.6.25

1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI 0.0196 m3

kayu jati, papan

@

7,000,000.00

0.0300 Kg


@

11,825.00

354.75

1.2000 ltr

lem kayu

@

9,500.00

11,400.00

1.0000 lbr


@

61,500.00

61,500.00

1.0000 lbr

Formika 4' x 8'

@

75,000.00

75,000.00

1.0000 oh

pekerja

@

45,000.00

2.6000 oh

tukang kayu

@

55,000.00

0.2600 oh

kepala tukang

@

60,000.00

0.0500 oh

mandor

@

60,000.00 JUMLAH

F.6.6.26

285,454.75

1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU BENGKIRAI 0.0196 m3


@

2,137,571.94

0.0300 Kg


@

11,825.00

354.75

1.2000 ltr

lem kayu

@

9,500.00

11,400.00

1.0000 lbr


@

61,500.00

61,500.00

1.0000 lbr 1.0000 oh

Formika 4' x 8' pekerja

@ @

75,000.00 45,000.00

75,000.00

2.6000 oh

tukang kayu

@

55,000.00

0.2600 oh

kepala tukang

@

60,000.00

0.0500 oh

mandor

190,151.16

1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI 1.1000 m3

kayu jati, balok

@

5,000,000.00

5,500,000.00

besi strip

@

18,000.00

270,000.00

0.8000 Kg

Paku Biasa 2" - 5"

@

11,825.00

9,460.00

4.0000 oh

pekerja

@

45,000.00

tukang kayu

@

55,000.00


@ @

60,000.00 60,000.00

15.0000 Kg

12.0000 oh 1.2000 oh 0.2000 oh

JUMLAH F.6.6.28

41,896.41

60,000.00 JUMLAH

F.6.6.27

137,200.00

5,779,460.00

1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU BENGKIRAI 1.1000 m3


@

1,937,571.94

2,131,329.13

besi strip

@

18,000.00

270,000.00

0.8000 Kg

Paku Biasa 2" - 5"

@

11,825.00

9,460.00

4.0000 oh

pekerja

@

45,000.00

15.0000 Kg

12.0000 oh

tukang kayu

@

55,000.00

1.2000 oh

kepala tukang

@

60,000.00

0.2000 oh

mandor

@

60,000.00 JUMLAH


2,410,789.13

46/160

5/11/2018


F.6.6.29

1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU ULIN kayu ulin, balok

@

1,537,571.94

1,691,329.13

15.0000 Kg

1.1000 m3

besi strip

@

18,000.00

270,000.00

0.8000 Kg

Paku ulin

@

13,750.00

11,000.00

4.0000 oh

pekerja

@

45,000.00

12.0000 oh

tukang kayu

@

55,000.00

1.2000 oh

kepala tukang

@

60,000.00

0.2000 oh

mandor

@

60,000.00 JUMLAH

F.6.6.30

1.1000 m3

kayu meranti, balok

@

1,037,571.94

1,141,329.13

besi strip

@

18,000.00

270,000.00

0.8000 Kg

Paku Biasa 2" - 5"

@

11,825.00

9,460.00

4.0000 oh

pekerja

@

45,000.00

15.0000 Kg

12.0000 oh

F.6.6.31

1,972,329.13

1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU MERANTI

tukang kayu

@

55,000.00

1.2000 oh

kepala tukang

@

60,000.00

0.2000 oh

mandor

@

60,000.00 JUMLAH

1,420,789.13

1M2 PASANG KASO + RENG GENTENG KODOK KAYU BENGKIRAI 0.0120 m3


@

1,937,571.94

23,250.86

0.1500 Kg

Paku Biasa 2" - 5"

@

11,825.00

1,773.75

0.1000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

F.6.6.32

25,024.61

1M2 PASANG KASO + RENG GENTENG KODOK KAYU ULIN 0.0120 m3

kayu ulin, balok

@

1,537,571.94

18,450.86

0.1500 Kg 0.1000 oh

Paku ulin pekerja

@ @

13,750.00 45,000.00

2,062.50

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

F.6.6.33

20,513.36

1M2 PASANG KASO + RENG GENTENG MONIER KAYU JATI 0.0140 m3

kayu jati, balok

@

5,000,000.00

70,000.00

0.1500 Kg

Paku Biasa 2" - 5"

@

11,825.00

1,773.75

0.1000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH


71,773.75

47/160

5/11/2018


F.6.6.34

1M2 PASANG KASO + RENG GENTENG MONIER KAYU BENGKIRAI 0.0140 m3


@

1,937,571.94

27,126.01

0.1500 Kg

Paku Biasa 2" - 5"

@

11,825.00

1,773.75

0.1000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

F.6.6.35

28,899.76

1M2 PASANG KASO + RENG GENTENG BETON KAYU BENGKIRAI 0.0140 m3


@

1,937,571.94

27,126.01

0.1500 Kg

Paku Biasa 2" - 5"

@

11,825.00

1,773.75

0.1000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

F.6.6.36

1M2 PASANG KASO + RENG ATAP SIRAP KAYU BENGKIRAI 0.1650 m3 kayu bengkirai, balok

28,899.76

@

1,937,571.94

319,699.37

0.2000 Kg

Paku Biasa 2" - 5"

@

11,825.00

2,365.00

0.1200 oh

pekerja

@

45,000.00

0.1200 oh

tukang kayu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH

F.6.6.37

322,064.37

1M2 PASANG KASO + RENG ATAP SIRAP KAYU ULIN 0.1650 m3

kayu ulin, balok

@

1,537,571.94

253,699.37

0.2000 Kg

Paku ulin

@

13,750.00

2,750.00

0.1200 oh

pekerja

@

45,000.00

0.1200 oh 0.0120 oh

tukang kayu kepala tukang

@ @

55,000.00 60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH

F.6.6.38

256,449.37

1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU JATI 0.0120 m3

kayu jati, balok

@

5,000,000.00

60,000.00

0.1000 Kg

Paku Biasa 2" - 5"

@

11,825.00

1,182.50

0.1500 oh

pekerja

@

45,000.00

0.2500 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

60,000.00 JUMLAH


61,182.50

48/160

5/11/2018


F.6.6.39

1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU BENGKIRAI 0.0120 m3


@

1,937,571.94

23,250.86

0.1000 Kg

Paku Biasa 2" - 5"

@

11,825.00

1,182.50

0.1500 oh

pekerja

@

45,000.00

0.2500 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

60,000.00 JUMLAH

F.6.6.40

24,433.36

1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU ULIN 0.0120 m3

kayu ulin, balok

@

1,537,571.94

18,450.86

0.1000 Kg

Paku ulin

@

13,750.00

1,375.00

0.1500 oh

pekerja

@

45,000.00

0.2500 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

60,000.00 JUMLAH

F.6.6.41

1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU JATI 0.0230 m3 Kayu jati, balok

19,825.86

@

5,000,000.00

115,000.00

0.1500 Kg

Paku Biasa 2" - 5"

@

11,825.00

1,773.75

0.2000 oh

pekerja

@

45,000.00

0.3000 oh

tukang kayu

@

55,000.00

0.0300 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

F.6.6.42

116,773.75

1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU BENGKIRAI 0.0230 m3


@

1,937,571.94

44,564.15

0.1500 Kg

Paku Biasa 2" - 5"

@

11,825.00

1,773.75

0.2000 oh

pekerja

@

45,000.00

0.3000 oh 0.0300 oh


@ @

55,000.00 60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

F.6.6.43

46,337.90

1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU MERANTI 0.0230 m3

kayu meranti, balok

@

1,037,571.94

23,864.15

0.1500 Kg

Paku Biasa 2" - 5"

@

11,825.00

1,773.75

0.2000 oh

pekerja

@

45,000.00

0.3000 oh

tukang kayu

@

55,000.00

0.0300 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

60,000.00 JUMLAH


25,637.90

49/160

5/11/2018


F.6.6.44

1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU JATI 0.0270 m3

kayu jati, balok

@

5,000,000.00

135,000.00

0.2000 Kg

Paku Biasa 2" - 5"

@

11,825.00

2,365.00

0.2500 oh

pekerja

@

45,000.00

0.3500 oh

tukang kayu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

F.6.6.45

137,365.00

1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU BENGKIRAI 0.0270 m3


@

1,937,571.94

52,314.44

0.2000 Kg

Paku Biasa 2" - 5"

@

11,825.00

2,365.00

0.2500 oh

pekerja

@

45,000.00

0.3500 oh

tukang kayu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

F.6.6.46

1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU MERANTI 0.0270 m3 kayu meranti, balok @

54,679.44

1,037,571.94

28,014.44

0.2000 Kg

Paku Biasa 2" - 5"

@

11,825.00

2,365.00

0.2500 oh

pekerja

@

45,000.00

0.3500 oh

tukang kayu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

F.6.6.47

30,379.44

1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU JATI 0.0072 m3

kayu jati, papan

@

7,000,000.00

50,400.00

0.0500 Kg

Paku Biasa 2" - 5"

@

11,825.00

591.25

0.1000 oh

pekerja

@

45,000.00

0.2000 oh 0.0250 oh


@ @

55,000.00 60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

F.6.6.48

50,991.25

1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU BENGKIRAI 0.0072 m3


@

2,137,571.94

15,390.52

0.0500 Kg

Paku Biasa 2" - 5"

@

11,825.00

591.25

0.1000 oh

pekerja

@

45,000.00

0.2000 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH


15,981.77

50/160

5/11/2018


F.6.6.49

1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU JATI 0.0110 m3

kayu jati, papan

@

7,000,000.00

77,000.00

0.0500 Kg

Paku Biasa 2" - 5"

@

11,825.00

591.25

0.1100 oh

pekerja

@

45,000.00

0.2200 oh

tukang kayu

@

55,000.00

0.0220 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

F.6.6.50

77,591.25

1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU BENGKIRAI 0.0110 m3


@

2,137,571.94

23,513.29

0.0500 Kg

Paku Biasa 2" - 5"

@

11,825.00

591.25

0.1100 oh

pekerja

@

45,000.00

0.2200 oh

tukang kayu

@

55,000.00

0.0220 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

F.6.6.51

1M' PASANG LISPLANG UKURAN 2x(3X20) CM, KAYU BENGKIRAI 0.0145 m3 kayu bengkirai, papan

24,104.54

@

2,137,571.94

30,994.79

0.0600 Kg

Paku Biasa 2" - 5"

@

11,825.00

709.50

0.1500 oh

pekerja

@

45,000.00

0.2500 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

60,000.00 JUMLAH

F.6.6.52

0.0086 m3


@

2,137,571.94

18,383.12

0.0600 Kg

Paku Biasa 2" - 5"

@

11,825.00

709.50

0.1000 oh

pekerja

@

45,000.00

0.1000 oh 0.0100 oh


@ @

55,000.00 60,000.00

0.0500 oh

mandor

60,000.00 @

F. 6.6.53.

31,704.29

1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU BENGKIRAI

JUMLAH

19,092.62

1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU ULIN 0.0086 m3

kayu ulin, papan

@

1,737,571.94

14,943.12

0.0600 kg

paku biasa 2' - 5'

@

11,825.00

709.50

0.1000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0500 oh

mandor

@

60,000.00 JUMLAH


15,652.62

51/160

5/11/2018


F. 6.6.54

1M2 PASANG RANGKA DINDING PEMISAH KAYU BENGKIRAI 0.0195 m3


@

1,937,571.94

37,782.65

0.0070 m3


@

2,137,571.94

14,963.00

0.1000 kg

paku biasa 2' - 5'

@

11,825.00

1,182.50

0.1500 oh

pekerja

@

45,000.00

0.4500 oh

tukang kayu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

60,000.00 JUMLAH

F. 6.6.55

F. 6.6.56

53,928.16

1M2 PASANG RANGKA DINDING PEMISAH KAYU ULIN 0.0195 m3

kayu ulin, balok

@

1,537,571.94

29,982.65

0.0070 m3

kayu ulin, papan

@

1,737,571.94

12,163.00

0.1000 kg

paku biasa 2' - 5'

@

11,825.00

1,182.50

0.1500 oh

pekerja

@

45,000.00

0.4500 oh

tukang kayu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

60,000.00 JUMLAH

43,328.16

1M2 PASANG DINDING PEMISAH TEKWOOD RANGKAP, RANGKA KAYU BENGKIRAI 0.0195 m3


@

1,937,571.94

37,782.65

0.0070 m3


@

2,137,571.94

14,963.00

0.1000 kg

paku biasa 2' - 5'

@

11,825.00

1,182.50

0.1500 oh

pekerja

@

45,000.00

0.4500 oh

tukang kayu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0750 oh

mandor

@

60,000.00 JUMLAH

F. 6.6.57

53,928.16

1M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER 0.0195 m3 0.0070 m3

kayu bengkirai, balok kayu bengkirai, papan

@ @

1,937,571.94 2,137,571.94

37,782.65 14,963.00

0.1000 lt

paku biasa 2' - 5'

@

11,825.00

1,182.50

0.5600 lbr

lem kayu

@

9,500.00

5,320.00

1.0000 kg


@

61,500.00

61,500.00

0.2000 oh

pekerja

@

45,000.00

0.6000 oh

tukang kayu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

60,000.00 JUMLAH


120,748.16

52/160

5/11/2018


F. 6.6.58

1M2 PASANG DINDING LAMBRISIRING DARI PAPAN JATI 0.0070 m3

kayu jati, balok

@

5,000,000.00

35,000.00

0.1000 kg

paku biasa 2' - 5'

@

11,825.00

1,182.50

0.1500 kg

paku skrup 3,5"

@

14,300.00

2,145.00

0.6000 oh

pekerja

@

45,000.00

1.8000 oh

tukang kayu

@

55,000.00

0.1800 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

F. 6.6.59

38,327.50

1M2 PASANG PLYWOOD TEBAL 3 MM, UNTUK DINDING 0.4000 lbr

plywood 4 mm

@

61,500.00

24,600.00

0.0500 kg


@

11,825.00

591.25

0.0250 oh

pekerja

@

45,000.00

0.0750 oh

tukang kayu

@

55,000.00

0.0075 oh

kepala tukang

@

60,000.00

0.0013 oh

mandor

@

60,000.00 JUMLAH

F. 6.6.60

25,191.25

1M2 PASANG LIST PLAFOND, KAYU PROFIL 1.0500 m'

kayu profil

@

4,250.00

0.0210 oh

pekerja

@

45,000.00

0.0210 oh

tukang kayu

@

55,000.00

0.0210 oh

kepala tukang

@

60,000.00

0.0010 oh

mandor

@

4,462.50

60,000.00 JUMLAH


4,462.50

53/160

5/11/2018


G. PEKERJAAN BETON

G.6.6.1

1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr 218.0000 kg

semen portland

@

860.00

187,480.00

0.5200 m3

pasir beton

@

324,567.03

168,774.86

0.8700 m3

kerikil beton

@

314,567.03

273,673.32

1.6500 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 629,928.17

G.6.6.2

1 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr 197.0000 kg

semen portland

@

860.00

169,420.00

0.4700 m3

pasir beton

@

324,567.03

152,546.50

0.9400 m3

kerikil beton

@

314,567.03

295,693.01

1.6500 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 617,659.51

G.6.6.3

1 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr 173.0000 kg semen portland

@

860.00

148,780.00

0.5700 m3

pasir beton

@

324,567.03

185,003.21

0.8700 m3

kerikil beton

@

314,567.03

273,673.32

1.6500 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 607,456.52

G.6.6.4

1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr 10.0000 kg

semen portland

@

860.00

8,600.00

0.0260 m3

pasir beton

@

324,567.03

8,438.74

0.0440 m3 1.1500 oh

Koral beton pekerja

@ @

314,567.03 45,000.00

13,840.95

0.0200 oh

tukang batu

@

55,000.00

0.0020 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 30,879.69


54/160

5/11/2018


G.6.6.5.

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) 336.0000 kg

semen portland

@

860.00

288,960.00

0.5400 m3

pasir beton

@

324,567.03

175,266.20

0.8100 m3

Koral beton

@

314,567.03

254,799.29

2.0000 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

1.0000 oh

mandor

@

60,000.00 JUMLAH

G.6.6.6

719,025.49


semen portland

@

860.00

240,800.00

0.4500 m3

pasir beton

@

324,567.03

146,055.16

0.9000 m3

Koral beton

@

314,567.03

283,110.33

1.6500 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 JUMLAH

G.6.6.7

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr) 352.0000 kg semen portland

669,965.49

@

860.00

302,720.00

0.5600 m3

pasir beton

@

324,567.03

181,757.54

0.7000 m3

Koral beton

@

314,567.03

220,196.92

1.6500 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 JUMLAH

G.6.6.8

704,674.46

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr) 357.0000 kg

semen portland

@

860.00

307,020.00

0.4200 m3

pasir beton

@

324,567.03

136,318.15

0.5400 m3 1.6500 oh

Koral beton pekerja

@ @

314,567.03 45,000.00

169,866.20

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 JUMLAH

G.6.6.9

386.0000 kg

semen portland

@

860.00

331,960.00

0.4700 m3

pasir beton

@

324,567.03

152,546.50

0.7800 m3

Koral beton

@

314,567.03

245,362.28

1.6500 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 JUMLAH


613,204.35

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr)

729,868.79

55/160

5/11/2018


G.6.6.10


semen portland

@

860.00

411,940.00

0.3700 m3

pasir beton

@

324,567.03

120,089.80

0.7400 m3

Koral beton

@

314,567.03

232,779.60

1.6500 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 JUMLAH

G.6.6.11

764,809.40

1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON 440.0000 kg

semen portland

@

860.00

378,400.00

0.5000 m3

pasir beton

@

324,567.03

162,283.51

0.8000 m3

Koral beton

@

314,567.03

251,653.62

2.4600 galon

Rapidrant

@

-

1.6500 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 JUMLAH

G.6.6.12

792,337.14

1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR 336.0000 kg

semen portland

@

860.00

288,960.00

0.5400 m3

pasir beton

@

324,567.03

175,266.20

0.8100 m3

Koral beton

@

314,567.03

254,799.29

1.0000 ltr

puzzdith - 100 XR

@

-

1.6500 oh

pekerja

@

45,000.00

0.2500 oh

tukang batu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0800 oh

mandor

@

60,000.00 JUMLAH

G.6.6.13

719,025.49

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) 336.0000 kg 0.5400 m3

semen portland pasir beton

@ @

860.00 324,567.03

288,960.00 175,266.20

0.8100 m3

Koral beton

@

314,567.03

254,799.29

2.0000 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

1.0000 oh

mandor

@

60,000.00 JUMLAH

G.6.6.14

291.0000 kg

semen portland

@

860.00

250,260.00

0.4700 m3

pasir beton

@

324,567.03

152,546.50

0.9300 m3

Koral beton

@

314,567.03

292,547.34

2.0000 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

1.0000 oh

mandor

@

60,000.00 JUMLAH


719,025.49

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)

695,353.84

56/160

5/11/2018


G.6.6.15

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr) 367.0000 kg

semen portland

@

860.00

315,620.00

0.4400 m3

pasir beton

@

324,567.03

142,809.49

0.8800 m3

Koral beton 2/3

@

314,567.03

276,818.99

2.0000 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

1.0000 oh

mandor

@

60,000.00 JUMLAH

G.6.6.16

735,248.48

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr) 400.0000 kg

semen portland

@

860.00

344,000.00

0.4800 m3

pasir beton

@

324,567.03

155,792.17

0.8000 m3

Koral beton 2/3

@

314,567.03

251,653.62

2.0000 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

1.0000 oh

mandor

@

60,000.00 JUMLAH

G.6.6.17

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr) 615.0000 kg semen portland

751,445.80

@

860.00

528,900.00

0.5200 m3

pasir beton

@

324,567.03

168,774.86

0.5200 m3

Koral beton

@

314,567.03

163,574.86

2.0000 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

1.0000 oh

mandor

@

60,000.00 JUMLAH

G.6.6.18

861,249.71

1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100 400.0000 kg

semen portland

@

860.00

344,000.00

0.4800 m3

pasir beton

@

324,567.03

155,792.17

0.8000 m3 1.2000 Kg

Koral beton Strorox - 100

@ @

314,567.03

251,653.62 -

2.0000 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

1.0000 oh

mandor

60,000.00 JUMLAH

G.6.6.19

751,445.80

1M' MEMASANG PVC WATERSTOP LEBAR 150 MM 1.0500 m'

waterstop lebar 150 mm

@

0.0500 oh

pekerja

@

45,000.00

0.0300 oh

tukang batu

@

55,000.00

0.0030 oh

kepala tukang

@

60,000.00

0.0020 oh

mandor

@

-

60,000.00 JUMLAH


-

57/160

5/11/2018


G.6.6.20



@

0.0500 oh

pekerja

@

45,000.00

0.0350 oh

tukang batu

@

55,000.00

0.0035 oh

kepala tukang

@

60,000.00

0.0020 oh

mandor

@

-

60,000.00 JUMLAH

G.6.6.21

-



@

-

0.5500 oh

pekerja

@

45,000.00

0.0350 oh

tukang batu

@

55,000.00

0.0030 oh

mandor

@

-

60,000.00 JUMLAH

G.6.6.22

-



@

-

0.5500 oh

pekerja

@

45,000.00

0.0350 oh

tukang batu

@

55,000.00

0.0030 oh

mandor

@

-

60,000.00 JUMLAH

G.6.6.23

-



@

0.5500 oh

pekerja

@

45,000.00

0.0350 oh

tukang batu

@

55,000.00

0.0030 oh

mandor

@

-

60,000.00 JUMLAH

G.6.6.24

G.6.6.25

1.0500 m'


@

0.0500 oh

pekerja

@

45,000.00

0.0350 oh

tukang batu

@

55,000.00

0.0020 oh

mandor

@

60,000.00

-

-

1.0500 Kg

Besi beton

@

11,000.00

11,550.00

0.0150 Kg

Kawat beton

@

10,000.00

150.00

0.0070 OH

pekerja

@

45,000.00

0.0070 OH

tukang besi

@

55,000.00

0.0007 OH

kepala tukang

@

60,000.00

0.0003 OH

mandor

@

60,000.00 JUMLAH

11,700.00

1 KG PEMBESIAN DG BESI ULIR 1.0500 Kg

Besi beton

@

16,000.00

16,800.00

0.0150 Kg

Kawat beton

@

10,000.00

150.00

0.0070 OH

pekerja

@

45,000.00

0.0070 OH

tukang besi

@

55,000.00

0.0007 OH

kepala tukang

@

60,000.00

0.0003 OH

mandor

@ @


JUMLAH

1 KG PEMBESIAN DG BESI POLOS

@ G.6.6.25

-

1M' MEMASANG PVC WATERSTOP LEBAR 320 MM

60,000.00 JUMLAH

16,950.00

58/160

5/11/2018


G.6.6.26

1 KG KABEL PRESSTRESSED POLOS/STRANDS 1.0500 Kg

besi presstressed polos

@

11,000.00

11,550.00

0.0100 Kg

Kawat beton

@

10,000.00

100.00

0.0050 OH

pekerja

@

45,000.00

0.0050 OH

tukang besi

@

55,000.00

0.0005 OH

kepala tukang

@

60,000.00

0.0003 OH

mandor

@

60,000.00 JUMLAH

G.6.6.27

11,650.00

1 KG JARING KAWAT BAJA 1.0200 Kg

Besi jaring kawat baja

@

11,000.00

11,220.00

0.8050 Kg

Kawat beton

@

10,000.00

8,050.00

0.0250 OH

pekerja

@

45,000.00

0.0250 OH

tukang besi

@

55,000.00

0.0025 OH

kepala tukang

@

60,000.00

0.0015 OH

mandor

@

60,000.00 JUMLAH

G.6.6.28

19,270.00

1M2 PASANG BEKISTING UNTUK PONDASI 0.0400 M3

kayu terentang

@

1,037,571.94

41,502.88

0.3000 Kg 0.1000 lt

paku biasa 2' - 5' minyak bekisting

@ @

11,825.00 5,000.00

3,547.50 500.00

0.3000 OH

pekerja

@

45,000.00

0.2600 OH

tukang besi

@

55,000.00

0.0260 OH

kepala tukang

@

60,000.00

0.0050 OH

mandor

@

60,000.00 JUMLAH

G. 6.6.29

45,550.38

1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai ) 0.0450 m3

papan kayu kelas 2

@

1,037,571.94

46,690.74

0.3000 kg

paku biasa 2' - 5'

@

11,825.00

3,547.50

0.1000 lt

minyak bekisting

@

5,000.00

500.00

0.3000 OH

pekerja

@

45,000.00

0.2600 OH 0.0260 OH


@ @

55,000.00 60,000.00

0.0050 OH

mandor

@

60,000.00 JUMLAH

G. 6.6.30

0.0400 m3

papan kayu kelas 2

@

1,037,571.94

41,502.88

0.4000 kg

paku biasa 2' - 5'

@

11,825.00

4,730.00

0.2000 lt

minyak bekisting

@

5,000.00

1,000.00

0.0150 m3

balok kayu meranti

@

1,037,571.94

15,563.58

0.3500 lbr

plywood tebal 9 mm

@

150,000.00

52,500.00

2.0000 btg

dolken kayu galam dia 8 - 10/4

@

9,500.00

19,000.00

0.3000 oh

pekerja

@

45,000.00

0.3300 oh

tukang kayu

@

55,000.00

0.0330 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH


50,738.24

1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai )

134,296.46

59/160

5/11/2018


G. 6.6.31

1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai ) 0.0400 m3

papan kayu kelas 2

@

1,037,571.94

41,502.88

0.4000 kg

paku biasa 2' - 5'

@

11,825.00

4,730.00

0.2000 lt

minyak bekisting

@

5,000.00

1,000.00

0.0180 m3

balok kayu meranti

@

1,037,571.94

18,676.29

0.3500 lbr

plywood tebal 9 mm

@

150,000.00

2.0000 btg


@

9,500.00

0.3200 oh

pekerja

@

45,000.00

0.3300 oh

tukang kayu

@

55,000.00

0.0330 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 65,909.17

G. 6.6.32

1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai ) 0.0400 m3

papan kayu kelas 2

@

1,037,571.94

41,502.88

0.4000 kg

paku biasa 2' - 5'

@

11,825.00

4,730.00

0.2000 lt

minyak bekisting

@

5,000.00

1,000.00

0.0150 m3

balok kayu meranti

@

1,037,571.94

15,563.58

0.3500 lbr

plywood tebal 9 mm

@

150,000.00

6.0000 btg 0.3200 oh


pekerja

@ @

9,500.00 45,000.00

0.3300 oh

tukang kayu

@

55,000.00

0.0330 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH

G. 6.6.33

0.0300 m3

papan kayu kelas 2

@

1,037,571.94

31,127.16

0.4000 kg

paku biasa 2' - 5'

@

11,825.00

4,730.00

0.2000 lt

minyak bekisting

@

5,000.00

1,000.00

0.0200 m3

balok kayu meranti

@

1,037,571.94

20,751.44

0.3500 lbr

plywood tebal 9 mm

@

150,000.00

52,500.00

3.0000 btg 4.0000 bh

dolken kayu galam dia 8 - 10/4 formtie/penjaga jarak/spacer

@ @

9,500.00 1,500.00

28,500.00 6,000.00

0.3200 oh

pekerja

@

45,000.00

0.3300 oh

tukang kayu

@

55,000.00

0.0330 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH


62,796.46

1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai )

144,608.60

60/160

5/11/2018


G. 6.6.34

1 M2 PASANG BEKISTING UNTUK TANGGA 0.0300 m3

kayu terentang

@

1,037,571.94

31,127.16

0.4000 kg

paku biasa 2' - 5'

@

11,825.00

4,730.00

0.1500 lt

minyak bekisting

@

5,000.00

750.00

0.0150 m3

balok kayu meranti

@

1,037,571.94

15,563.58

0.3500 lbr

plywood tebal 9 mm

@

150,000.00

52,500.00

2.0000 btg


@

9,500.00

19,000.00

0.3200 oh

pekerja

@

45,000.00

0.3300 oh

tukang kayu

@

55,000.00

0.0330 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH

G. 6.6.35

123,670.74

1M3 MEMBUAT BETON DENGAN MUTU K 225 338.0000 m3

Semen portland

@

860.00

290,680.00

0.6500 kg

Pasir beton

@

324,567.03

210,968.57

0.6500 lt

Koral Beton

@

314,567.03

204,468.57

6.0000 oh

pekerja

@

45,000.00

1.0000 oh

tukang kayu

@

55,000.00

0.1000 oh 0.3000 oh


@ @

60,000.00 60,000.00 JUMLAH

G. 6.6.36

706,117.14

1M3 MEMBUAT BETON DENGAN MUTU K 275 400.0000 m3

Semen portland

@

860.00

344,000.00

0.4000 kg

Pasir beton

@

324,567.03

129,826.81

0.8200 lt

Koral Beton

@

314,567.03

257,944.96

6.0000 oh

pekerja

@

45,000.00

1.0000 oh

tukang kayu

@

55,000.00

0.1000 oh

kepala tukang

@

60,000.00

0.3000 oh

mandor

@

60,000.00 JUMLAH

G. 6.6.37

1 M2 PASANG JEMBATAN COR 0.0264 m3 kayu terentang

@

1,037,571.94

27,391.90

0.6000 kg

paku biasa 2' - 5'

@

11,825.00

7,095.00

0.5000 btg


@

9,500.00

4,750.00

0.1500 oh

pekerja

@

45,000.00

0.0500 oh

tukang kayu

@

55,000.00

0.0050 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH


731,771.78

39,236.90

61/160

5/11/2018


G. 6.6.38

1M3 MEMBUAT PONDASI BETON BERTULANG (150KG BESI + BEKISTING) 0.2000 m3

kayu terentang

@

1,037,571.94

207,514.39

1.5000 kg

paku biasa 2' - 5'

@

11,825.00

17,737.50

0.4000 lt

minyak bekisting

@

5,000.00

2,000.00

150.0000 kg

besi beton polos

@

11,000.00

1,650,000.00

2.2500 kg

kawat beton

@

10,000.00

22,500.00

Semen portland

@

860.00

277,780.00

0.5200 m3

Pasir beton

@

324,567.03

168,774.86

0.7800 m3

Koral Beton

@

314,567.03

245,362.28

3.9000 oh

pekerja

@

45,000.00

0.3500 oh

Tukang batu

@

55,000.00

1.0400 oh

tukang kayu

@

55,000.00

1.0500 oh

Tukang Besi

@

55,000.00

0.2450 oh

kepala tukang

@

60,000.00

0.1650 oh

mandor

@

323.0000 kg

60,000.00 JUMLAH

G. 6.6.39

0.2700 m3

kayu terentang

@

1,037,571.94

280,144.42

2.0000 kg 0.6000 lt

paku biasa 2' - 5' minyak bekisting

@ @

11,825.00 5,000.00

23,650.00 3,000.00

200.0000 kg

besi beton polos

@

11,000.00

2,200,000.00

kawat beton

@

10,000.00

30,000.00

Semen portland

@

860.00

277,780.00

0.5200 m3

Pasir beton

@

324,567.03

168,774.86

0.7800 m3

Koral Beton

@

314,567.03

245,362.28

4.8500 oh

pekerja

@

45,000.00

0.3500 oh

Tukang batu

@

55,000.00

1.5600 oh

tukang kayu

@

55,000.00

1.4000 oh

Tukang Besi

@

55,000.00

0.3310 oh

kepala tukang

@

60,000.00

0.1700 oh

mandor

@

60,000.00 JUMLAH

3.0000 kg 323.0000 kg


2,591,669.03

1M3 MEMBUAT SLOOF BETON BERTULANG (200KG BESI + BEKISTING)

3,228,711.56

62/160

5/11/2018


G. 6.6.40

1M3 MEMBUAT KOLOM BETON BERTULANG (300KG BESI + BEKISTING) 0.4000 m3

kayu terentang

@

1,037,571.94

415,028.78

4.0000 kg

paku biasa 2' - 5'

@

11,825.00

47,300.00

2.0000 lt

minyak bekisting

@

5,000.00

10,000.00

300.0000 kg

besi beton polos

@

11,000.00

3,300,000.00

4.5000 kg

kawat beton

@

10,000.00

45,000.00

Semen portland

@

860.00

277,780.00

0.5200 m3

Pasir beton

@

324,567.03

168,774.86

0.7800 m3

Koral Beton

@

314,567.03

245,362.28

0.1500 m3

Kayu meranti balok

@

1,037,571.94

155,635.79

3.5000 lbr

Plywood 9 mm

@

150,000.00

525,000.00


@

9,500.00

190,000.00

7.3000 oh

pekerja

@

45,000.00

0.3500 oh

Tukang batu

@

55,000.00

3.3000 oh

tukang kayu

@

55,000.00

2.1000 oh

Tukang Besi

@

55,000.00

0.5700 oh

kepala tukang

@

60,000.00

0.2500 oh

mandor

@

323.0000 kg

20.0000 Btg

60,000.00 JUMLAH

G. 6.6.41

0.3200 m3

kayu terentang

@

1,037,571.94

332,023.02

3.2000 kg

paku biasa 2' - 5'

@

11,825.00

37,840.00

1.6000 lt

minyak bekisting

@

5,000.00

8,000.00

200.0000 kg

besi beton polos

@

11,000.00

2,200,000.00

3.0000 kg

kawat beton

@

10,000.00

30,000.00

Semen portland

@

860.00

277,780.00

0.5200 m3

Pasir beton

@

324,567.03

168,774.86

0.7800 m3

Koral Beton

@

314,567.03

245,362.28

0.1400 m3

Kayu meranti balok

@

1,037,571.94

145,260.07

2.8000 lbr

Plywood 9 mm

@

150,000.00

420,000.00


@ @

9,500.00 45,000.00

152,000.00

pekerja

0.3500 oh

Tukang batu

@

55,000.00

2.8000 oh

tukang kayu

@

55,000.00

1.4000 oh

Tukang Besi

@

55,000.00

0.4550 oh

kepala tukang

@

60,000.00

0.2080 oh

mandor

@

323.0000 kg

16.0000 Btg 5.9600 oh

60,000.00 JUMLAH


5,379,881.70

1M3 MEMBUAT BALOK BETON BERTULANG (200KG BESI + BEKISTING)

4,017,040.23

63/160

5/11/2018


G. 6.6.42

1M3 MEMBUAT BALOK BETON BERTULANG (150KG BESI + BEKISTING) 0.3200 m3

kayu terentang

@

1,037,571.94

332,023.02

3.2000 kg

paku biasa 2' - 5'

@

11,825.00

37,840.00

1.6000 lt

minyak bekisting

@

5,000.00

8,000.00

150.0000 kg

besi beton polos

@

11,000.00

1,650,000.00

2.2500 kg

kawat beton

@

10,000.00

22,500.00

Semen portland

@

860.00

277,780.00

0.5200 m3

Pasir beton

@

324,567.03

168,774.86

0.7800 m3

Koral Beton

@

314,567.03

245,362.28

0.1200 m3

Kayu meranti balok

@

1,037,571.94

124,508.63

2.8000 lbr

Plywood 9 mm

@

150,000.00

420,000.00


@

9,500.00

304,000.00

5.8000 oh

pekerja

@

45,000.00

0.3500 oh

Tukang batu

@

55,000.00

2.8000 oh

tukang kayu

@

55,000.00

1.0500 oh

Tukang Besi

@

55,000.00

0.4200 oh

kepala tukang

@

60,000.00

0.1850 oh

mandor

@

323.0000 kg

32.0000 Btg

60,000.00 JUMLAH

G. 6.6.43

0.2400 m3

kayu terentang

@

1,037,571.94

249,017.27

3.2000 kg

paku biasa 2' - 5'

@

11,825.00

37,840.00

1.6000 lt

minyak bekisting

@

5,000.00

8,000.00

150.0000 kg

besi beton polos

@

11,000.00

1,650,000.00

2.2500 kg

kawat beton

@

10,000.00

22,500.00

Semen portland

@

860.00

277,780.00

0.5200 m3

Pasir beton

@

324,567.03

168,774.86

0.7800 m3

Koral Beton

@

314,567.03

245,362.28

0.1600 m3

Kayu meranti balok

@

1,037,571.94

166,011.51

2.8000 lbr

Plywood 9 mm

@

150,000.00

420,000.00


@ @

9,500.00 45,000.00

228,000.00

pekerja

0.3500 oh

Tukang batu

@

55,000.00

2.6400 oh

tukang kayu

@

55,000.00

1.0500 oh

Tukang Besi

@

55,000.00

0.4000 oh

kepala tukang

@

60,000.00

0.1930 oh

mandor

@

323.0000 kg

24.0000 Btg 5.6000 oh

60,000.00 JUMLAH


3,590,788.79

1M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING)

3,473,285.91

64/160

5/11/2018


G. 6.6.44

1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING) 0.2500 m3

kayu terentang

@

1,037,571.94

259,392.98

3.0000 kg

paku biasa 2' - 5'

@

11,825.00

35,475.00

1.2000 lt

minyak bekisting

@

5,000.00

6,000.00

200.0000 kg

besi beton polos

@

11,000.00

2,200,000.00

3.0000 kg

kawat beton

@

10,000.00

30,000.00

Semen portland

@

860.00

277,780.00

0.5200 m3

Pasir beton

@

324,567.03

168,774.86

0.7800 m3

Koral Beton

@

314,567.03

245,362.28

0.1050 m3

Kayu meranti balok

@

1,037,571.94

108,945.05

2.5000 lbr

Plywood 9 mm

@

150,000.00

375,000.00


@

9,500.00

133,000.00

5.6000 oh

pekerja

@

45,000.00

0.3500 oh

Tukang batu

@

55,000.00

2.3000 oh

tukang kayu

@

55,000.00

1.4000 oh

Tukang Besi

@

55,000.00

0.4050 oh

kepala tukang

@

60,000.00

0.2020 oh

mandor

@

323.0000 kg

14.0000 Btg

60,000.00 JUMLAH

G. 6.6.45

0.0020 m3

kayu terentang

@

1,037,571.94

0.0100 kg

paku biasa 2' - 5'

@

11,825.00

118.25

3.0000 kg

besi beton polos

@

11,000.00

33,000.00

0.4500 kg

kawat beton

@

10,000.00

4,500.00

4.0000 kg

Semen portland

@

860.00

3,440.00

0.0060 m3

Pasir beton

@

324,567.03

1,947.40

0.0090 m3

Koral Beton

@

314,567.03

2,831.10

0.0600 oh

pekerja

@

45,000.00

0.0200 oh

Tukang batu

@

55,000.00

0.0200 oh

tukang kayu

@

55,000.00

0.0200 oh 0.0060 oh

Tukang Besi kepala tukang

@ @

55,000.00 60,000.00

0.0030 oh

mandor

@

2,075.14

60,000.00 JUMLAH


3,839,730.18

1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM

47,911.90

65/160

5/11/2018


G. 6.6.46

1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM 0.0030 m3

Kayu meranti, balok

@

1,037,571.94

0.0200 kg

paku biasa 2' - 5'

@

11,825.00

3,112.72 236.50

3.6000 kg

besi beton polos

@

11,000.00

39,600.00

0.0500 kg

kawat beton

@

10,000.00

500.00

5.5000 kg

Semen portland

@

860.00

4,730.00

0.0090 m3

Pasir beton

@

324,567.03

2,921.10

0.0150 m3

Koral Beton

@

314,567.03

4,718.51

0.1000 oh

pekerja

@

45,000.00

0.0330 oh

Tukang batu

@

55,000.00

0.0330 oh

tukang kayu

@

55,000.00

0.0330 oh

Tukang Besi

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

55,818.82

H. PEKERJAAN PENUTUP ATAP

H. 6.6.1

1M2 PASANG ATAP GENTENG PALENTONG KECIL 25.0000 bh

genteng palentong

@

0.1500 oh 0.0750 oh

pekerja tukang kayu

@ @

45,000.00 55,000.00

0.0080 oh

kepala tukang

@

60,000.00

0.0080 oh

mandor

@

-

60,000.00 JUMLAH

H. 6.6.2

-

1M2 PASANG ATAP GENTENG KODOK /GLAZZUR 25.0000 bh

genteng kodok

@

1,550.00

0.1500 oh

pekerja

@

45,000.00

0.0750 oh

tukang kayu

@

55,000.00

0.0080 oh

kepala tukang

@

60,000.00

0.0080 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.3

1M2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR 12.0000 bh genteng palentong super

38,750.00

38,750.00

@

-

0.1500 oh

pekerja

@

45,000.00

0.0600 oh

tukang kayu

@

55,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0080 oh

mandor

@

-

60,000.00 JUMLAH

H. 6.6.4

5.0000 bh

genteng bubung palentong

@

-

-

8.0000 kg

Semen Portland

@

860.00

6,880.00

0.0320 m3

Pasir pasang

@

249,567.03

7,986.14

0.4000 oh

pekerja

@

45,000.00

0.2000 oh

tukang kayu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0020 oh

mandor

@

60,000.00 JUMLAH


-

1M2 PASANG ATAP GENTENG BUBUNG PALENTONG

14,866.14

66/160

5/11/2018


H. 6.6.5

1M' PASANG BUBUNG GENTENG KODOK 5.0000 bh

genteng bubung kodok

@

2,000.00

10,000.00

8.0000 kg

Semen Portland

@

860.00

6,880.00

0.0320 m3

Pasir pasang

@

249,567.03

7,986.14

0.4000 oh

pekerja

@

45,000.00

0.2000 oh

tukang kayu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0020 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.6

24,866.14

1M2 PASANG BUBUNG GENTENG PALENTONG BESAR 4.0000 bh

genteng bubung palentong

@

-

-

8.0000 kg

Semen Portland

@

860.00

6,880.00

0.0320 m3

Pasir pasang

@

249,567.03

7,986.14

0.4000 oh

pekerja

@

45,000.00

0.2000 oh

tukang kayu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0020 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.7

1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM 0.6000 bh Roof light fibreglass

14,866.14

@

-

-

0.0500 kg


@

11,825.00

591.25

0.1400 oh

pekerja

@

45,000.00

0.0670 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.8

591.25

1m2 PASANG ATAP ASBES GELOMBANG (2,50X0,92)X5MM 0.5000 lbr

asbes gelombang

@

23,000.00

11,500.00

0.1200 kg

paku pancing 60 x 230

@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0750 oh 0.0080 oh


@ @

55,000.00 60,000.00

0.0080 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.9

0.6000 lbr

asbes gelombang

@

23,000.00

13,800.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0750 oh

tukang kayu

@

55,000.00

0.0080 oh

kepala tukang

@

60,000.00

0.0080 oh

mandor

@

60,000.00 JUMLAH


13,420.00

1m2 PASANG ATAP ASBES GELOMBANG (2,25X0,92)X5MM

15,720.00

67/160

5/11/2018


H. 6.6.10


asbes gelombang

@

23,000.00

13,800.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0750 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.11

15,720.00


asbes gelombang

@

23,000.00

17,250.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0750 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.12

19,170.00

1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM 0.3500 lbr

asbes gelombang

@

23,000.00

8,050.00

0.1200 kg 0.1400 oh

paku pancing 60 x 230 pekerja

@ @

16,000.00 45,000.00

1,920.00

0.0750 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.13

H. 6.6.14

0.4200 lbr

asbes gelombang

@

23,000.00

9,660.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0750 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

11,580.00


asbes gelombang

@

23,000.00

10,120.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0670 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH


9,970.00

1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,05)X4 MM

12,040.00

68/160

5/11/2018


H. 6.6.15


asbes gelombang

@

23,000.00

11,730.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0670 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.16

13,650.00


asbes gelombang

@

23,000.00

18,400.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0670 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.17

20,320.00


asbes gelombang

@

23,000.00

8,510.00

0.1200 kg 0.1400 oh

paku pancing 60 x 230 pekerja

@ @

16,000.00 45,000.00

1,920.00

0.0670 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.18

H. 6.6.19

0.3800 lbr

asbes gelombang

@

23,000.00

8,740.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0670 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

10,660.00


asbes gelombang

@

23,000.00

10,580.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0670 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH


10,430.00

1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,08)X6 MM

12,500.00

69/160

5/11/2018


H. 6.6.20


asbes gelombang

@

23,000.00

11,270.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0670 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.21

13,190.00


asbes gelombang

@

23,000.00

13,110.00

0.1200 kg


@

16,000.00

1,920.00

0.1400 oh

pekerja

@

45,000.00

0.0670 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.22

15,030.00

1M' PASANG BUBUNG STEL GELOMBANG 0,92 M 2.4000 lbr

bubung stel gelombang

@

-

-

6.0000 bh 0.0840 oh

paku skrup 3,5" pekerja

@ @

14,300.00 45,000.00

85,800.00

0.1250 oh

tukang kayu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.23

H. 6.6.24

2.1000 lbr

nok stel gelombang

@

-

-

6.0000 bh

paku skrup 3,5"

@

14,300.00

85,800.00

0.0840 oh

pekerja

@

45,000.00

0.1250 oh

tukang kayu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH

85,800.00

1M' PASANG NOK STEL GELOMBANG 1,08 M 2.0500 lbr

nok stel gelombang

@

-

-

6.0000 bh

paku skrup 3,5"

@

14,300.00

85,800.00

0.0840 oh

pekerja

@

45,000.00

0.1250 oh

tukang kayu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH


85,800.00

1M' PASANG NOK STEL GELOMBANG 1,05 M

85,800.00

70/160

5/11/2018


H. 6.6.25

1M' PASANG NOK paten 0,92 m 1.2000 lbr

nok paten

@

-

-

6.0000 bh

paku skrup 3,5"

@

14,300.00

85,800.00

0.0840 oh

pekerja

@

45,000.00

0.1250 oh

tukang kayu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.26

85,800.00

1M' PASANG NOK PATEN 1,05 M 1.2000 lbr

nok paten

@

-

-

6.0000 bh

paku skrup 3,5"

@

14,300.00

85,800.00

0.0840 oh

pekerja

@

45,000.00

0.1250 oh

tukang kayu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.27

85,800.00

1M' PASANG NOK PATEN 1,08 M 1.2000 lbr

nok paten

@

-

-

6.0000 bh 0.0840 oh

paku skrup 3,5" pekerja

@ @

14,300.00 45,000.00

85,800.00

0.1250 oh

tukang kayu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.28

H. 6.6.29

1.1000 lbr

nok stel rata

@

-

-

6.0000 bh

paku skrup 3,5"

@

14,300.00

85,800.00

0.1000 oh

pekerja

@

45,000.00

0.1500 oh

tukang kayu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH

85,800.00

1M' PASANG NOK STEL RATA 1,05 M 1.1000 lbr

nok stel rata

@

-

-

6.0000 bh

paku skrup 3,5"

@

14,300.00

85,800.00

0.1000 oh

pekerja

@

45,000.00

0.1500 oh

tukang kayu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH


85,800.00

1M' PASANG NOK STEL RATA 0,92 M

85,800.00

71/160

5/11/2018


H. 6.6.30

1M2 PASANG ATAP GENTENG BETON 11.0000 bh

genteng beton

@

3,500.00

38,500.00

0.0300 kg

Paku biasa 2" - 5"

@

11,825.00

354.75

0.2000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.31

38,854.75

1M2 PASANG ATAP GENTENG ASPAL 6.9000 lbr

genteng aspal

@

2,500.00

17,250.00

0.3500 lbr

Plywood 4" x 8" x 6 mm

@

92,000.00

32,200.00

0.0300 kg


@

11,825.00

354.75

0.5000 bh

Plastic aerator

@

1,000.00

500.00

0.2000 oh

pekerja

@

45,000.00

0.3000 oh

tukang kayu

@

55,000.00

0.0030 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.32

1M2 PASANG ATAP GENTENG METAL 1.4200 lbr genteng metal

50,304.75

@

40,000.00

56,800.00

0.2000 kg

Paku paku atap metal

@

27,500.00

5,500.00

0.2000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0010 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.33

62,300.00

1M' PASANG ATAP SIRAP 60.0000 bh

genteng sirap

@

500.00

30,000.00

0.2000 kg


@

11,825.00

2,365.00

0.1660 oh

pekerja

@

45,000.00

0.2500 oh 0.0250 oh


@ @

55,000.00 60,000.00

0.0080 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.34

3.5000 bh

nok genteng beton

@

5,000.00

0.0500 kg

Paku pancing

@

16,000.00

800.00

Semen abu - abu

@

860.00

9,288.00

0.0320 m3

Pasir pasang

@

249,567.03

7,986.14

1.0000 kg

Semen warna

@

1,600.00

1,600.00

0.4000 oh

pekerja

@

45,000.00

0.2000 oh

tukang kayu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0200 oh

mandor

@

10.8000 kg

17,500.00

60,000.00 JUMLAH


32,365.00

1M' PASANG NOK GENTENG BETON

37,174.14

72/160

5/11/2018


H. 6.6.35

1M' PASANG NOK GENTENG ASPAL 2.0000 bh

genteng aspal

@

2,500.00

0.0500 kg

paku seng

@

14,300.00

715.00

0.0035 m3

kayu meranti, balok

@

1,037,571.94

3,631.50

0.1250 oh

pekerja

@

45,000.00

0.2500 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.36

9,346.50

1M' PASANG NOK GENTENG METAL 1.1000 bh

genteng decra bond

@

-

-

0.0500 kg


@

11,825.00

591.25

0.2500 oh

pekerja

@

45,000.00

0.1500 oh

tukang kayu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.37

591.25

1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm 0.4000 lbr 0.1100 kg

seng plat paku seng

@ @

35,000.00 14,300.00

14,000.00 1,573.00

0.0040 oh

kayu meranti papan 3 cm

@

1,187,571.94

4,750.29

0.1250 oh

pekerja

@

45,000.00

0.2500 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.38

20,323.29

1 M2 MEMASANG ATAP SENG 0.7000 lbr

seng gelombang bjls

@

30,000.00

21,000.00

0.0200 kg

paku seng

@

14,300.00

286.00

0.1200 oh

pekerja

@

45,000.00

0.0600 oh 0.0060 oh


@ @

55,000.00 60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.39

21,286.00

1 M2 MEMASANG BUBUNGAN ATAP SENG 1.1000 lbr

seng plat

@

35,000.00

38,500.00

0.0500 kg

paku seng

@

14,300.00

715.00

0.1500 oh

pekerja

@

45,000.00

0.2500 oh

tukang kayu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH


5,000.00

39,215.00

73/160

5/11/2018


H. 6.6.40

1 M2 PASANG ATAP ALUMUNIUM 1.0500 m2

atap alumunium gelombang tebal 0,55

@

-

-

0.0200 kg

paku hak panjang 15 cm

@

25,000.00

500.00

0.1500 oh

pekerja

@

45,000.00

0.7500 oh

tukang kayu

@

55,000.00

0.0080 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.41

500.00

1 M2 PASANG NOK ALUMUNIUM 1.2000 m2

Nok standar 40 cm 18, swg 22

@

-

-

0.0400 kg

paku hak panjang 15 cm

@

25,000.00

1,000.00

0.1000 oh

pekerja

@

45,000.00

1.0000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

H. 6.6.42

1,000.00

1 M2 PASANG ALUMUNIUM FOIL /SISALATION 1.0500 lbr

Sisalation / alumunium foil

@

450,000.00

0.1500 oh 0.0500 oh

pekerja tukang kayu

@ @

45,000.00 55,000.00

0.0050 oh

kepala tukang

@

60,000.00

0.0080 oh

mandor

@

472,500.00

60,000.00 JUMLAH

472,500.00

I. PEKERJAAN PLAFOND

I. 6.6.1

1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 6 MM 1.1000 lbr

pelat asbes tebal 6 mm

@

29,400.00

32,340.00

0.0100 kg

paku plywood

@

20,000.00

200.00

0.0300 oh

pekerja

@

45,000.00

0.0700 oh

tukang kayu

@

55,000.00

0.0070 oh 0.0015 oh


@ @

60,000.00 60,000.00 JUMLAH

I. 6.6.2

1.1000 lbr


@

21,000.00

23,100.00

0.0100 kg

paku plywood

@

20,000.00

200.00

0.0300 oh

pekerja

@

45,000.00

0.0700 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0015 oh

mandor

@

60,000.00 JUMLAH


32,540.00

1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 5 MM

23,300.00

74/160

5/11/2018


I. 6.6.3

1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 4 MM 1.1000 lbr


@

22,000.00

24,200.00

0.0100 kg

paku plywood

@

20,000.00

200.00

0.0300 oh

pekerja

@

45,000.00

0.0700 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0015 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.4

24,400.00

1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM 1.1000 lbr


@

21,000.00

23,100.00

0.0100 kg

paku plywood

@

20,000.00

200.00

0.0300 oh

pekerja

@

45,000.00

0.0700 oh

tukang kayu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0015 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.5

23,300.00

1 M2 PLAFOND AKUSTIK (30 X 30) CM 11.5000 lbr

akustik ukuran 30 x 30 cm

@

0.0500 kg 0.0600 oh

paku plywood pekerja

@ @

20,000.00 45,000.00

0.1200 oh

tukang kayu

@

55,000.00

0.1200 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

-

1,000.00

60,000.00 JUMLAH

I. 6.6.6

I. 6.6.7

5.8000 lbr

akustik ukuran 30 x 60 cm

@

0.0500 kg

paku plywood

@

20,000.00

0.0600 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

60,000.00 JUMLAH

-

1,000.00

1,000.00

1 M2 PLAFOND AKUSTIK (60 X 120) CM 1.5000 lbr

akustik arm strong 60 x 120 cm

@

0.0500 kg

paku plywood

@

20,000.00

0.0600 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

-

1,000.00

60,000.00 JUMLAH


1,000.00

1 M2 PLAFOND AKUSTIK (30 X 60) CM

1,000.00

75/160

5/11/2018


I. 6.6.8

1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 4 MM 0.3600 lbr

Plywood 4mm

@

61,500.00

22,140.00

0.0300 kg

paku plywood

@

20,000.00

600.00

0.0700 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0035 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.9

22,740.00


Plywood 6mm

@

92,000.00

33,120.00

0.0300 kg

paku plywood

@

20,000.00

600.00

0.0700 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0035 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.10

33,720.00


Plywood 2mm

@

30,666.67

11,500.00

0.0300 kg 0.0700 oh

paku plywood pekerja

@ @

20,000.00 45,000.00

600.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0035 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.11

I. 6.6.12

0.3750 lbr

Plywood 6mm

@

92,000.00

34,500.00

0.0300 kg

paku plywood

@

20,000.00

600.00

0.0700 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0035 oh

mandor

@

60,000.00 JUMLAH

35,100.00

1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM 0.3600 lbr

Teakwood 4 mm

@

113,500.00

40,860.00

0.0300 kg

paku plywood

@

20,000.00

600.00

0.0700 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0035 oh

mandor

@

60,000.00 JUMLAH


12,100.00

1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM

41,460.00

76/160

5/11/2018


I. 6.6.13

1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM 0.3750 lbr

Teakwood 4 mm

@

113,500.00

42,562.50

0.0300 kg

paku plywood

@

20,000.00

600.00

0.0700 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0035 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.14

43,162.50

1M2 PLAFOND LAT KAYU JATI, PAPAN 0.0240 lbr

Kayu jati, papan

@

7,000,000.00

168,000.00

0.0100 Kg

paku biasa

@

11,825.00

118.25

0.0500 kg

paku sekrup

@

14,300.00

715.00

0.2000 oh

pekerja

@

45,000.00

0.2000 oh

tukang kayu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.15

168,833.25

1M2 PLAFOND LAT KAYU MERANTI 0.0240 lbr 0.0100 Kg

Kayu meranti, papan paku biasa

@ @

1,187,571.94 11,825.00

28,501.73 118.25

0.0500 kg

paku sekrup

@

14,300.00

715.00

0.2000 oh

pekerja

@

45,000.00

0.2000 oh

tukang kayu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.16

29,334.98

1M2 PLAFOND LAT KAYU BENGKIRAI 0.0240 lbr


@

2,137,571.94

51,301.73

0.0100 Kg

paku biasa

@

11,825.00

118.25

0.0500 kg

paku sekrup

@

14,300.00

715.00

0.2000 oh 0.2000 oh

pekerja tukang kayu

@ @

45,000.00 55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.17

0.3500 lbr

Softboard 4' x 8' x 4 mm

@

0.0300 Kg

paku biasa

@

11,825.00

0.6000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

-

354.75

60,000.00 JUMLAH


52,134.98

1M2 PLAFOND SOFTBOARD

354.75

77/160

5/11/2018


I. 6.6.18

1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM 3.6000 M'

Profil alumunium T

@

-

0.1500 kg

Kawat seng polos

@

-

1.0000 bh

Ramset / dina bold

@

-

1.5000 lbr

akustik arm strong 60 x 120 cm

@

-

-

0.1500 oh

pekerja

@

45,000.00

0.5000 oh

tukang kayu

@

55,000.00

0.0500 oh

kepala tukang

@

60,000.00

0.0075 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.19

-

1M2 PLAFOND KAYU PROFIL 1.1000 lbr

List kayu profil bengkirai

@

4,250.00

4,675.00

0.0100 Kg

paku biasa

@

11,825.00

118.25

0.0500 oh

pekerja

@

45,000.00

0.0500 oh

tukang kayu

@

55,000.00

0.0050 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.20

1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI 0.0120 m3 kayu meranti @

4,793.25

1,037,571.94

12,450.86

11,825.00

709.50

0.0600 Kg

paku biasa

@

1.1000 lbr

asbes 1,00 x 1,00 m

@

0.1800 oh

pekerja

@

45,000.00

0.3200 oh

tukang kayu

@

55,000.00

0.0320 oh

kepala tukang

@

60,000.00

0.0090 oh

mandor

@

21,000.00

60,000.00 JUMLAH

I. 6.6.21

13,160.36

1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI 0.0230 m3

kayu meranti

@

1,037,571.94

23,864.15

0.0600 kg

paku biasa

@

11,825.00

709.50

0.3900 lbr 0.2700 oh

Plywood 4' x 8' x 4mm pekerja

@ @

61,500.00 45,000.00

23,985.00

0.4000 oh

tukang kayu

@

55,000.00

0.0400 oh

kepala tukang

@

60,000.00

0.0135 oh

mandor

@

60,000.00 JUMLAH

I. 6.6.22

0.0230 m3

kayu meranti

@

1,037,571.94

23,864.15

0.0600 kg

paku biasa

@

11,825.00

709.50

5.8000 bh

akustik 30 x 60 cm

@

-

-

0.2600 oh

pekerja

@

45,000.00

0.4000 oh

tukang kayu

@

55,000.00

0.0400 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH


48,558.65

1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI

24,573.65

78/160

5/11/2018


I. 6.6.23

1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI 0.0270 m3

kayu meranti, balok

@

1,037,571.94

28,014.44

0.0600 kg

paku

@

11,825.00

709.50

akustik 30 x30 cm

@

-

-

0.3100 oh

pekerja

@

45,000.00

0.4700 oh

tukang kayu

@

55,000.00

0.0470 oh

kepala tukang

@

60,000.00

0.0155 oh

mandor

@

11.5000 bh

60,000.00 JUMLAH

I. 6.6.24

28,723.94

1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM 0.3640 lbr

Gypsum board ( 120 x 240 x 9 ) mm

@

45,000.00

16,380.00

0.1100 kg

paku sekrup

@

14,300.00

1,573.00

0.1000 oh

pekerja

@

45,000.00

0.0500 oh

tukang kayu

@

55,000.00

0.0050 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

17,953.00

J. PEKERJAAN SANITAIR

J. 6.6.1

MEMASANG 1 BH CLOSED DUDUK / MONOBLOK 1.0000 bh closed duduk monoblok

@

1,200,000.00

1,200,000.00

6.0000 %

perlengkapan (6 % harga klosed)

@

72,000.00

72,000.00

3.3000 oh

pekerja

@

45,000.00

1.1000 oh

tukang kayu

@

55,000.00

0.0010 oh

kepala tukang

@

60,000.00

0.1600 oh

mandor

@

60,000.00 JUMLAH

J. 6.6.2

1,272,000.00

MEMASANG 1 BH CLOSED JONGKOK KERAMIK 1.0000 bh

closed jongkok keramik

@

120,000.00

120,000.00

6.0000 kg

semen portland

@

860.00

5,160.00

0.0100 m3 1.0000 oh


@ @

249,567.03 45,000.00

2,495.67

1.5000 oh

tukang kayu

@

55,000.00

1.5000 oh

kepala tukang

@

60,000.00

0.1600 oh

mandor

@

60,000.00 JUMLAH

J. 6.6.3

1.0000 bh

closed jongkok teraso

@

80,000.00

80,000.00

7.0000 bh

Bata Merah

@

550.00

3,850.00

6.0000 Kg

semen portland

@

860.00

5,160.00

0.0100 m3

pasir pasang

@

249,567.03

2,495.67

1.0000 oh

Pekerja

@

45,000.00

1.5000 oh

Tukang Batu

@

55,000.00

0.3000 oh

kepala tukang

@

60,000.00

0.1100 oh

mandor

@

60,000.00 JUMLAH


127,655.67

MEMASANG 1 BH CLOSED JONGKOK TERASO

91,505.67

79/160

5/11/2018


J. 6.6.4

MEMASANG 1 BH URINOIR 1.0000 bh

urinoir

@

1,500,000.00

1,500,000.00

Perlengkapan

@

450,000.00

450,000.00

6.0000 Kg

Semen Portland

@

860.00

5,160.00

0.0100 m3

Pasir Pasang

@

249,567.03

2,495.67

1.0000 oh

pekerja

@

45,000.00

1.0000 oh

Tukang Batu

@

55,000.00

0.1000 oh

kepala tukang

@

60,000.00

0.1000 oh

mandor

@

30.0000 %

60,000.00 JUMLAH

J. 6.6.5

1,957,655.67

MEMASANG 1 BH WASTAFEL 1.0000 bh

Wastafel

@

450,000.00

450,000.00

Perlengkapan

@

54,000.00

648,000.00

6.0000 Kg

Semen Portland

@

860.00

5,160.00

0.0100 m3

pasir pasang

@

249,567.03

2,495.67

1.2000 oh

pekerja

@

45,000.00

1.4500 oh

Tukang Batu

@

55,000.00

0.1500 oh

kepala tukang

@

60,000.00

0.1000 oh

mandor

@

12.0000 %

60,000.00 JUMLAH

J. 6.6.6

1,105,655.67

MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3 1.0000 bh

Bak Teraso

@

185,000.00

185,000.00

6.0000 Kg

semen portland

@

860.00

5,160.00

0.0100 m3

pasir pasang

@

249,567.03

2,495.67

2.1000 oh

pekerja

@

45,000.00

0.7500 oh

Tukang Batu

@

55,000.00

0.0700 oh

kepala tukang

@

60,000.00

0.1100 oh

mandor

@

60,000.00 JUMLAH

J. 6.6.7

192,655.67

MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3 1.0000 bh

Bak Fiberglass

@

145,000.00

145,000.00

18.0000 % 1.8000 oh

Perlengkapan pekerja

@ @

26,100.00 45,000.00

469,800.00

2.7000 oh

Tukang Batu

@

55,000.00

0.5400 oh

kepala tukang

@

60,000.00

0.1100 oh

mandor

@

60,000.00 JUMLAH

J. 6.6.8

2.4000 0.012

0.4000 bh

batu bata

@

550.00

220.00

semen portland

@

860.00

103,200.00

pasir pasang

@

249,567.03

74,870.11

Porselen ( 11x11)cm

@

2,500.00

900,000.00

6.0000 kg

Semen nat

@

1,600.00

9,600.00

6.0000 oh 3.0000 oh

pekerja tukang batu

@ @

45,000.00 55,000.00

0.3000 oh

kepala tukang

@

60,000.00

0.3000 oh

mandor

@

120.0000 kg 0.3000 m3 360.0000 Bh

60,000.00 JUMLAH


614,800.00

MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 )

1,087,890.11

80/160

5/11/2018


J. 6.6.9

MEMASANG 1 BH BADKIP PORSELEN 1.0000 bh

Badkip

@

6.0000 %

Perlengkapan

@

-

pekerja

@

45,000.00

0.0750 oh

Tukang Batu

@

55,000.00

0.7500 oh

kepala tukang

@

60,000.00

0.2500 oh

mandor

@

-

oh

-

-

60,000.00 JUMLAH

J. 6.6.9

-


Badkip

@

-

-

6.0000 %

Perlengkapan

@

-

-

pekerja

@

45,000.00

0.0750 oh

Tukang Batu

@

55,000.00

0.7500 oh

kepala tukang

@

60,000.00

0.2500 oh

mandor

@

-

oh

60,000.00 JUMLAH

J. 6.6.9

-


Badkip

@

-

-

6.0000 % oh


@ @

45,000.00

-

0.0750 oh

Tukang Batu

@

55,000.00

0.7500 oh

kepala tukang

@

60,000.00

0.2500 oh

mandor

@

60,000.00 JUMLAH

J. 6.6.10

-

MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR 0.9000 m3

Beton 1 : 1,5 : 2,5

@

922,795.80

830,516.22

Besi Beton

@

11,000.00

1,980,000.00

8.0000 m3

kayu cetakan

@

1,037,571.94

8,300,575.51

5.0000 m2

Ubin Porselen

@

62,500.00

312,500.00

Perlengkapan

@

6,250.00

62,500.00

3.5000 oh 4.5000 oh

pekerja Tukang Batu

@ @

45,000.00 55,000.00

0.9000 oh

kepala tukang

@

60,000.00

0.9000 oh

mandor

@

180.0000 kg

10.0000 %

60,000.00 JUMLAH

J. 6.6.11

1.0000 bh

Bak Fiberglass

@

450,000.00

450,000.00

Perlengkapan

@

54,000.00

648,000.00

3.0000 oh

pekerja

@

45,000.00

4.5000 oh

Tukang Batu

@

55,000.00

0.9000 oh

kepala tukang

@

60,000.00

0.9000 oh

mandor

@

12.0000 %

60,000.00 JUMLAH


11,486,091.72

MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR

1,098,000.00

81/160

5/11/2018


J. 6.6.12

MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM 1.6000 bh

Pipa tanah

@

-

0.6800 kg

Semen Portland

@

860.00

584.80

0.0130 m3

pasir pasang

@

249,567.03

3,244.37

0.0110 m3

pasir urug

@

199,567.03

2,195.24

0.0600 oh

pekerja

@

45,000.00

0.0300 oh

Tukang Batu

@

55,000.00

0.0030 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

J. 6.6.13

J. 6.6.14

J. 6.6.15

1.6000 bh

Pipa tanah

@

-

0.8700 kg

Semen Portland

@

860.00

748.20

0.0140 m3

pasir pasang

@

249,567.03

3,493.94

0.0140 m3

pasir urug

@

199,567.03

2,793.94

0.0800 oh

pekerja

@

45,000.00

0.0400 oh

Tukang Batu

@

55,000.00

0.0040 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

7,036.08

MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM 1.1000 bh

p ipa beton

@

0.0270 m3

Batu bata

@

-

550.00

14.85

3.9200 kg

Semen Portland

0.0560 m3

pasir pasang

@

860.00

3,371.20

@

249,567.03

13,975.75

0.0240 m3 0.1400 oh

pasir urug

@

199,567.03

4,789.61

pekerja

@

45,000.00

0.0700 oh

Tukang Batu

@

55,000.00

0.0070 oh

kepala tukang

@

60,000.00

0.0070 oh

mandor

@

60,000.00 JUMLAH

MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM 1.1000 bh

p ipa beton

@

0.5500 m3

Batu bata

@

10.3000 kg

22,151.41

-

550.00

302.50

Semen Portland

@

860.00

8,858.00

0.0610 m3

pasir pasang

@

249,567.03

15,223.59

0.0690 m3

pasir urug

@

199,567.03

13,770.12

0.3800 oh

pekerja

@

45,000.00

0.1900 oh

Tukang Batu

@

55,000.00

0.0190 oh

kepala tukang

@

60,000.00

0.0190 oh

mandor

@

60,000.00 JUMLAH


6,024.41

MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM

38,154.21

82/160

5/11/2018


J. 6.6.16

MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35 CM 0.1450 bh

Batu bata

@

550.00

79.75

Semen Portland

@

860.00

37,840.00

0.0700 kg

pasir pasang

@

249,567.03

17,469.69

0.0700 m3

Batu kerikil

@

314,567.03

22,019.69

1.6000 kg

Besi Beton

@

11,000.00

17,600.00

0.0600 m3

Pasir Beton

@

324,567.03

3.2000 oh

pekerja

@

45,000.00

1.0150 oh

Tukang Batu

@

55,000.00

0.0015 oh

kepala tukang

@

60,000.00

0.0160 oh

mandor

@

44.0000 m3

60,000.00 JUMLAH

J. 6.6.17

95,009.13

MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50 CM 0.2500 bh

Batu bata

@

550.00

137.50

Semen Portland

@

860.00

66,220.00

0.1300 kg

pasir pasang

@

249,567.03

32,443.71

0.0200 m3

Batu kerikil

@

314,567.03

6,291.34

2.6000 kg

Besi Beton

@

11,000.00

28,600.00

0.0900 m3 1.4200 oh

Pasir Beton pekerja

@ @

324,567.03 45,000.00

29,211.03

0.4730 oh

Tukang Batu

@

55,000.00

0.0470 oh

kepala tukang

@

60,000.00

0.0710 oh

mandor

@

77.0000 m3

60,000.00 JUMLAH

J. 6.6.18

162,903.59

MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 65 CM 0.3710 bh

Batu bata

@

550.00

204.05

Semen Portland

@

860.00

98,040.00

0.1840 kg

pasir pasang

@

249,567.03

45,920.33

0.0330 m3

Batu koral

@

314,567.03

10,380.71

4.8500 kg

Besi Beton

@

11,000.00

53,350.00

0.1200 m3 2.1600 oh

Pasir Beton pekerja

@ @

324,567.03 45,000.00

38,948.04

0.7200 oh

Tukang Batu

@

55,000.00

0.0720 oh

kepala tukang

@

60,000.00

0.1080 oh

mandor

@

60,000.00

0.1000 oh

Tukang gali

@

114.0000 m3

45,000.00 JUMLAH

J. 6.6.19

1.2000 m'

Pipa galvanis

@

7,500.00

9,000.00

Perlengkapan

@

2,625.00

91,875.00

0.0540 oh

pekerja

@

45,000.00

0.0900 oh

Tukang Batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0270 oh

mandor

@

35.0000 %

60,000.00 JUMLAH


246,843.14

MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2"

100,875.00

83/160

5/11/2018


J. 6.6.20

MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4" 1.2000 m'

Pipa galvanis

@

11,250.00

13,500.00

Perlengkapan

@

3,937.50

137,812.50

0.0540 oh

pekerja

@

45,000.00

0.0900 oh

Tukang Batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0270 oh

mandor

@

35.0000 %

60,000.00 JUMLAH

J. 6.6.21

151,312.50

MEMASANG 1M' PIPA GALVANIS DIAMETER 1 " 1.2000 m'

Pipa galvanis

@

15,000.00

18,000.00

Perlengkapan

@

5,250.00

183,750.00

0.0540 oh

pekerja

@

45,000.00

0.0900 oh

Tukang Batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0270 oh

mandor

@

35.0000 %

60,000.00 JUMLAH

J. 6.6.22

201,750.00

MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 " 1.2000 m'

Pipa galvanis

@

22,500.00

27,000.00

35.0000 % 0.1080 oh


@ @

7,875.00 45,000.00

275,625.00

0.1800 oh

Tukang Batu

@

55,000.00

0.0180 oh

kepala tukang

@

60,000.00

0.0054 oh

mandor

@

60,000.00 JUMLAH

J. 6.6.23

1.2000 m'

Pipa galvanis

@

93,000.00

111,600.00

Perlengkapan

@

32,550.00

1,139,250.00

0.1080 oh

pekerja

@

45,000.00

0.1800 oh

Tukang Batu

@

55,000.00

0.0180 oh

kepala tukang

@

60,000.00

0.0054 oh

mandor

@

60,000.00 JUMLAH

Pipa galvanis

@

110,000.00

132,000.00

Perlengkapan

@

38,500.00

1,347,500.00

0.1350 oh

pekerja

@

45,000.00

0.2250 oh

Tukang Batu

@

55,000.00

0.0225 oh

kepala tukang

@

60,000.00

0.0068 oh

mandor

@

35.0000 %

J. 6.6.24

1,250,850.00

MEMASANG 1M' PIPA GALVANIS DIAMETER 4 " 1.2000 m' 35.0000 %

60,000.00 JUMLAH


302,625.00

MEMASANG 1M' PIPA GALVANIS DIAMETER 3"

1,479,500.00

84/160

5/11/2018


J. 6.6.25

MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 " 1.2000 m'

Pipa PVC

@

3,125.00

3,750.00

Perlengkapan

@

1,093.75

38,281.25

0.0360 oh

pekerja

@

45,000.00

0.0600 oh

Tukang Batu

@

55,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0018 oh

mandor

@

35.0000 %

60,000.00 JUMLAH

J. 6.6.26

42,031.25

MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4" 1.2000 m'

Pipa PVC

@

3,750.00

4,500.00

Perlengkapan

@

1,312.50

45,937.50

0.0360 oh

pekerja

@

45,000.00

0.0600 oh

Tukang Batu

@

55,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0018 oh

mandor

@

35.0000 %

60,000.00 JUMLAH

J. 6.6.27

50,437.50

MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 " 1.2000 m'

Pipa PVC

@

6,250.00

7,500.00


@ @

2,187.50 45,000.00

76,562.50

0.0600 oh

Tukang Batu

@

55,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0018 oh

mandor

@

35.0000 % 0.0360 oh

60,000.00 JUMLAH

J. 6.6.28

1.2000 m'

Pipa PVC

@

9,375.00

11,250.00

Perlengkapan

@

3,281.25

114,843.75

0.0360 oh

pekerja

@

45,000.00

0.0600 oh

Tukang Batu

@

55,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0018 oh

mandor

@

60,000.00 JUMLAH

Pipa PVC

@

12,500.00

15,000.00

Perlengkapan

@

4,375.00

153,125.00

0.0360 oh

pekerja

@

45,000.00

0.0600 oh

Tukang Batu

@

55,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0018 oh

mandor

@

35.0000 %

J. 6.6.29

126,093.75

MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2" 1.2000 m' 35.0000 %

60,000.00 JUMLAH


84,062.50

MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 "

168,125.00

85/160

5/11/2018


J. 6.6.30

MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2" 1.2000 m'

Pipa PVC

@

15,625.00

18,750.00

Perlengkapan

@

5,468.75

191,406.25

0.0360 oh

pekerja

@

45,000.00

0.0600 oh

Tukang Batu

@

55,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0018 oh

mandor

@

35.0000 %

60,000.00 JUMLAH

J. 6.6.31

210,156.25

MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3" 1.2000 m'

Pipa PVC

@

18,750.00

22,500.00

Perlengkapan

@

6,562.50

229,687.50

0.0810 oh

pekerja

@

45,000.00

0.1350 oh

Tukang Batu

@

55,000.00

0.0135 oh

kepala tukang

@

60,000.00

0.0041 oh

mandor

@

35.0000 %

60,000.00 JUMLAH

J. 6.6.32

252,187.50

MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 4" 1.2000 m'

Pipa PVC

@

21,250.00

25,500.00


@ @

7,437.50 45,000.00

260,312.50

0.1350 oh

Tukang Batu

@

55,000.00

0.0135 oh

kepala tukang

@

60,000.00

0.0041 oh

mandor

@

35.0000 % 0.0810 oh

60,000.00 JUMLAH

J. 6.6.33

J. 6.6.34

1.0000 bh

Bak cuci stainless steel

@

195,000.00

195,000.00

1.0000 set

Water drain + Asseories

@

35,000.00

35,000.00

0.0300 oh

pekerja

@

45,000.00

0.3000 oh

Tukang Batu

@

55,000.00

0.0300 oh

kepala tukang

@

60,000.00

0.0015 oh

mandor

@

60,000.00 JUMLAH

230,000.00

MEMASANG 1 BH BAK CUCI PIRING TERASO 1.0000 bh

bak cuci teraso

@

150,000.00

150,000.00

1.0000 set

Water drain + Asseories

@

35,000.00

35,000.00

Semen Portland

@

860.00

17,200.00

0.0500 m3

Pasir

@

249,567.03

12,478.35

0.0500 oh

Pekerja

@

45,000.00

0.5000 oh

Tukang Batu

@

55,000.00

0.0500 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

20.0000 Kg

60,000.00 JUMLAH


285,812.50

MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL

214,678.35

86/160

5/11/2018


J. 6.6.35

MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2" 1.0000 Bh

Kran Air

@

20,000.00

20,000.00

0.0250 Bh

Seal Tape

@

3,500.00

87.50

0.0100 oh

pekerja

@

45,000.00

0.1000 oh

Tukang Batu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

60,000.00 JUMLAH

J. 6.6.36

20,087.50

MEMASANG 1BH FLOOR DRAIN 1.0000 Bh

Floor drain

@

17,500.00

0.0100 oh

pekerja

@

45,000.00

0.1000 oh

Tukang Batu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

17,500.00

60,000.00 JUMLAH

17,500.00

K. PEKERJAAN BESI

K. 6.6.1

1 KG PASANG RANGKA ATAP BAJA 1.1000 Kg

Besi Profil WF

@

0.0800 Kg 0.0060 oh

Meni Besi Tukang Besi

@ @

25,000.00 55,000.00

0.0600 oh

Pekerja

@

45,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0003 oh

mandor

@

-

2,000.00

60,000.00 JUMLAH

K. 6.6.2

K. 6.6.3

2,000.00

1 M2 PASANG PINTU BESI BAJA 1.1000 m2

Pintu Besi Baja

@

0.0060 oh

Tukang Besi Konstruksi

@

55,000.00

0.0600 oh

Pekerja

@

45,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0003 oh

mandor

@

60,000.00

-

JUMLAH

1 M2 PASANG JENDELA BESI 1.0000 m2

Jendela Besi

@

1.0500 oh


@

55,000.00

1.0500 oh

Pekerja

@

45,000.00

0.1050 oh

kepala tukang

@

60,000.00

0.0053 oh

mandor

@

-

60,000.00 JUMLAH


-

87/160

5/11/2018


K. 6.6.4

1 M2 PASANG JENDELA BESI TAHAN API 1.0000 m2

Jendela Besi tahan api

@

1.2000 oh


@

55,000.00

1.0220 oh

Pekerja

@

45,000.00

0.1200 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

-

60,000.00 JUMLAH

K. 6.6.5

-

1 M2 PASANG PINTU GULUNG BESI 1.0000 m2

Pintu Gulung besi

@

1.2000 oh


@

55,000.00

1.2000 oh

Pekerja

@

45,000.00

0.1200 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

-

60,000.00 JUMLAH

K. 6.6.6

-

1 M2 PASANG PINTU LIPAT 1.1000 m2

Pintu Lipat

@

0.0060 oh


@

55,000.00

0.0600 oh

Pekerja

@

45,000.00

0.0060 oh 0.0003 oh


@ @

60,000.00 60,000.00

-

JUMLAH K. 6.6.7

-

1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM 1.0000 m2

Sunscreen Allumunium

@

0.8000 oh


@

55,000.00

0.0800 oh

Pekerja

@

45,000.00

0.0800 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

-

60,000.00 JUMLAH

K. 6.6.8

-

1 M2 PASANG ROLLING DOOR 1.0000 m2

Roll Door

@

1.5000 oh 1.0500 oh

Tukang Besi Konstruksi Pekerja

@ @

55,000.00 45,000.00

0.1050 oh

kepala tukang

@

60,000.00

0.0052 oh

mandor

@

-

60,000.00 JUMLAH

K. 6.6.9

-

1 M2 PASANG PINTU ALLUMUNIUM 1.0000 m2

Pintu Allumunium

@

1.0500 oh


@

55,000.00

1.0500 oh

Pekerja

@

45,000.00

0.1050 oh

kepala tukang

@

60,000.00

0.0052 oh

mandor

@

-

60,000.00 JUMLAH


-

88/160

5/11/2018


K. 6.6.10

1 M2 PASANG VENETIONS BLINDS 1.0000 m2

Venetions Blinds

@

0.3500 oh

Tukang kayu

@

55,000.00

0.3500 oh

Pekerja

@

45,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0018 oh

mandor

@

-

60,000.00 JUMLAH

K. 6.6.11

-

1 M2 PASANG VERTIKALS BLINDS 1.0000 m2

Vertikals blinds

@

0.3500 oh

Tukang Kayu

@

55,000.00

0.3500 oh

Pekerja

@

45,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0018 oh

mandor

@

-

60,000.00 JUMLAH

K. 6.6.12

-

1 M2 PASANG TERALI BESI 11.5000 m2

Besi Strip 2 x 3

@

18,000.00

1.2000 oh


@

55,000.00

1.2000 oh

Pekerja

@

45,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0006 oh

mandor

@

60,000.00 JUMLAH

K. 6.6.13

207,000.00

1 M2 PASANG KAWAT HARMONIKA 1.1000 m2

kawat harmonika

@

37,500.00

0.0200 kg


@

11,825.00

236.50

0.0018 m3

papan ky meranti

@

1,187,571.94

2,137.63

0.1000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0005 oh

mandor

@

43,624.13

1 M2 PASANG KAWAT NYAMUK 1.1000 m2 0.0200 kg

kawat nyamuk paku biasa 1/2" - 1"

@ @

10,000.00 11,825.00

11,000.00 236.50

0.0018 m3

papan ky meranti

@

1,187,571.94

2,137.63

0.1000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0005 oh

mandor

@

60,000.00 JUMLAH

K. 6.6.15


41,250.00

60,000.00 JUMLAH

K. 6.6.14

207,000.00

13,374.13

1 M2 PASANG KAWAT KASSA 1.1000 m2

kawat kassa

@

10,000.00

0.0200 kg


@

11,825.00

11,000.00 236.50

0.0018 m3

kayu bengkirai papan

@

2,137,571.94

3,847.63

0.1000 oh 0.1000 oh

pekerja tukang kayu

@ @

45,000.00 55,000.00

0.0100 oh .

kepala tukang

@

60,000.00 , . JUMLAH

15,084.13

89/160

5/11/2018


K. 6.6.16

1 M2 PASANG KAWAT BURUNG 1.1000 m2

kawat Burung

@

15,000.00

0.0200 kg


@

11,825.00

236.50

0.0018 m3

kayu bengkirai papan

@

2,137,571.94

3,847.63

0.1000 oh

pekerja

@

45,000.00

0.1000 oh

tukang kayu

@

55,000.00

0.0100 oh 0.0005 oh


@ @

60,000.00 60,000.00 JUMLAH

K. 6.6.17

20,584.13

1 M2 PASANG JENDELA NAKO & TRALIS 1.1000 m2

Jendela Nako

@

150,000.00

165,000.00

0.0200 kg


@

11,825.00

236.50

0.0250 m3

Besi Strip

@

18,000.00

450.00

0.2000 oh

pekerja

@

45,000.00

0.2000 oh

tukang kayu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0010 oh

mandor

@

60,000.00 JUMLAH

K. 6.6.18

1 M' PASANG TALANG DATAR, SENG BLJS 28 0.5000 Lbr Seng plat 3' x 6' bljs 28

165,686.50

@

35,000.00

0.0150 kg


@

11,825.00

177.38

0.0096 m3

Kayu ulin, papan

@

1,737,571.94

16,680.69

0.2500 kg

Flincote / Meni Besi

@

25,000.00

6,250.00

0.1500 oh

pekerja

@

45,000.00

0.4000 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0013 oh

mandor

@

40,608.07

1 M' PASANG TALANG MIRING, SENG BLJS 28 0.5000 Lbr

Seng plat 3' x 6' bljs 28

@

35,000.00

0.0150 kg


@

11,825.00

177.38

0.0190 m3

Kayu ulin, papan

@

1,737,571.94

33,013.87

0.3000 kg

Flincote / Meni Besi

@

25,000.00

7,500.00

0.0400 oh

pekerja

@

45,000.00

0.4000 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0013 oh

mandor

@

58,191.24

1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28 0.3000 lbr


@

35,000.00

0.1000 kg


@

11,825.00

1,182.50

0.0190 m3

Kayu ulin, papan

@

1,737,571.94

33,013.87

0.5000 kg

besi Strip

@

18,000.00

9,000.00

0.1500 oh

pekerja

@

45,000.00

0.2500 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0013 oh

mandor

@

10,500.00

60,000.00 JUMLAH


17,500.00

60,000.00 JUMLAH

K. 6.6.20

17,500.00

60,000.00 JUMLAH

K. 6.6.19

16,500.00

53,696.37

90/160

5/11/2018


K. 6.6.21

1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24 0.5000 m2


@

35,000.00

0.0150 kg


@

11,825.00

17,500.00 177.38

0.0190 m3

Kayu ulin, papan

@

1,737,571.94

33,013.87

0.3000 kg

besi Strip

@

18,000.00

5,400.00

0.0400 oh

pekerja

@

45,000.00

0.4000 oh

tukang kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0013 oh

mandor

@

60,000.00 JUMLAH

56,091.24

L. PEKERJAAN KUNCI DAN KACA

L. 6.6.1

1 BUAH PASANG KUNCI TANAM ANTIK 1.0000 Bh

Kunci tanam antik

@

125,000.00

0.0600 oh

Pekerja

@

45,000.00

0.6000 oh

Tukang Kayu

@

55,000.00

0.0600 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

60,000.00 JUMLAH

L. 6.6.2

1 BUAH PASANG KUNCI TANAM BIASA 1.0000 Bh Kunci tanam biasa

@

150,000.00

0.0100 oh

Pekerja

@

45,000.00

0.0500 oh

Tukang Kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0050 oh

mandor

@

125,000.00

L. 6.6.4

150,000.00

60,000.00 JUMLAH

L. 6.6.3

125,000.00

150,000.00

1 BUAH PASANG KUNCI KAMAR MANDI 1.0000 Bh

Kunci tanam kamar mandi

@

65,000.00

0.0050 oh

Pekerja

@

45,000.00

0.5000 oh

Tukang Kayu

@

55,000.00

0.0050 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

65,000.00

65,000.00

1 BUAH PASANG KUNCI SILINDER 1.0000 Bh

Kunci Silinder

@

0.0050 oh

Pekerja

@

45,000.00

0.5000 oh

Tukang Kayu

@

55,000.00

0.0050 oh

kepala tukang

@

60,000.00

0.0003 oh

mandor

@

-

60,000.00 JUMLAH

L. 6.6.5

1.0000 Bh

Engsel Pintu

@

25,000.00

0.0150 oh

Pekerja

@

45,000.00

0.1500 oh

Tukang Kayu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0008 oh

mandor

@

25,000.00

60,000.00 JUMLAH


-

1 BUAH PASANG ENGSEL PINTU

25,000.00

91/160

5/11/2018


L. 6.6.6

1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU 1.0000 Bh

Engsel Jendela

@

20,000.00

0.0100 oh

Pekerja

@

45,000.00

0.1000 oh

Tukang Kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0005 oh

mandor

@

60,000.00 JUMLAH

L. 6.6.7

20,000.00

20,000.00

1 BUAH PASANG ENGSEL ANGIN 1.0000 Bh

Engsel angin

@

0.0200 oh

Pekerja

@

45,000.00

0.2000 oh

Tukang Kayu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0100 oh

mandor

@

-

60,000.00 JUMLAH

L. 6.6.8

-

1 BUAH PASANG SPRING KNIP/GRNDEL JENDELA 1.0000 Bh

Spring Knip

@

0.0150 oh

Pekerja

@

45,000.00

0.1500 oh

Tukang Kayu

@

55,000.00

0.0150 oh 0.0008 oh


@ @

60,000.00 60,000.00

-

JUMLAH L. 6.6.9

-

1 BUAH PASANG KAIT ANGIN 1.0000 Bh

Kait angin

@

8,000.00

0.0150 oh

Pekerja

@

45,000.00

0.1500 oh

Tukang Kayu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0008 oh

mandor

@

60,000.00 JUMLAH

L. 6.6.10

8,000.00

8,000.00

1 BUAH PASANG DOOR CLOSER 1.0000 Bh

Door Closer

@

0.0500 oh 0.5000 oh

Pekerja Tukang Kayu

@ @

45,000.00 55,000.00

0.0500 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

-

60,000.00 JUMLAH

L. 6.6.11

-

1 BUAH PASANG KUNCI SELOT 1.0000 Bh

Kunci selot

@

0.0200 oh

Pekerja

@

45,000.00

0.2000 oh

Tukang Kayu

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0010 oh

mandor

@

-

60,000.00 JUMLAH


-

92/160

5/11/2018


L. 6.6.12

1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER 1.0000 Bh

Door Holder

@

0.0500 oh

Pekerja

@

45,000.00

0.5000 oh

Tukang Kayu

@

55,000.00

0.0500 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

-

60,000.00 JUMLAH

L. 6.6.13

-

1 BUAH PASANG DOOR STOP 1.0000 Bh

Door Stop

@

0.0100 oh

Pekerja

@

45,000.00

0.1000 oh

Tukang Kayu

@

55,000.00

0.0100 oh

kepala tukang

@

60,000.00

0.0005 oh

mandor

@

-

60,000.00 JUMLAH

L. 6.6.14

-

1 BUAH PASANG REL PINTU DORONG 1.0000 Bh

Rel pintu dorong

@

0.0600 oh

Pekerja

@

45,000.00

0.6000 oh

Tukang Kayu

@

55,000.00

0.0600 oh 0.0030 oh


@ @

60,000.00 60,000.00

-

JUMLAH L. 6.6.15

-

1 BUAH PASANG KUNCI LEMARI 1.0000 Bh

Kunci Lemari

@

25,000.00

0.0250 oh

Pekerja

@

45,000.00

0.2500 oh

Tukang Kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0013 oh

mandor

@

60,000.00 JUMLAH

L. 6.6.16

25,000.00

1 M2 PASANG KACA, TEBAL 3 MM 1.1000 m2

kaca

@

48,000.00

0.0150 oh 0.1500 oh

Pekerja Tukang Kayu

@ @

45,000.00 55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0008 oh

mandor

@

52,800.00

1 M2 PASANG KACA, TEBAL 5 MM 1.1000 m2

Kaca

@

80,000.00

0.0150 oh

Pekerja

@

45,000.00

0.1500 oh

Tukang Kayu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0008 oh

mandor

@

88,000.00

60,000.00 JUMLAH


52,800.00

60,000.00 JUMLAH

L. 6.6.17

25,000.00

88,000.00

93/160

5/11/2018


L. 6.6.18

1 M2 PASANG KACA, TEBAL 8 MM

16,000.00

1.1000 m2

Kaca

@

128,000.00

0.0165 oh

Pekerja

@

45,000.00

0.1650 oh

Tukang Kayu

@

55,000.00

0.0165 oh

kepala tukang

@

60,000.00

0.0008 oh

mandor

@

60,000.00 JUMLAH

L. 6.6.19

140,800.00

1 M2 PASANG KACA GELAP, TEBAL 5 MM 1.1000 m2

kaca gelap

@

0.0500 kg

Sealent

@

95,000.00

0.0250 oh

Pekerja

@

45,000.00

0.2500 oh

Tukang Kayu

@

55,000.00

0.0250 oh

kepala tukang

@

60,000.00

0.0013 oh

mandor

@

104,500.00

-

60,000.00 JUMLAH

L. 6.6.20

104,500.00

1 M2 PASANG KACA CERMIN, TEBAL 5 MM 1.1000 m2

Kaca cermin

@

95,000.00

0.0150 oh

Pekerja

@

45,000.00

0.1500 oh 0.0150 oh

Tukang Kayu kepala tukang

@ @

55,000.00 60,000.00

0.0008 oh

mandor

@

104,500.00

1 M2 PASANG KACA CERMIN, TEBAL 6 MM 1.1000 m2

Kaca cermin

@

114,000.00

0.0150 oh

Pekerja

@

45,000.00

0.1500 oh

Tukang Kayu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0008 oh

mandor

@

125,400.00

1 M2 PASANG KACA CERMIN, TEBAL 8 MM 1.0000 m2 0.0165 oh

Kaca cermin Pekerja

@ @

152,000.00 45,000.00

0.1650 oh

Tukang Kayu

@

55,000.00

0.0165 oh

kepala tukang

@

60,000.00

0.0008 oh

mandor

@

152,000.00

60,000.00 JUMLAH

L. 6.6.23

125,400.00

60,000.00 JUMLAH

L. 6.6.22

104,500.00

60,000.00 JUMLAH

L. 6.6.21

140,800.00

152,000.00

1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM 1.1000 m2

Kaca Wireglass

@

0.0150 oh

Pekerja

@

45,000.00

0.1500 oh

Tukang Kayu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0008 oh

mandor

@

-

60,000.00 JUMLAH


-

94/160

5/11/2018


L. 6.6.24

1 M2 PASANG KACA PATRI, TEBAL 5 MM 1.1000 m2

Kaca Patri

@

250,000.00

0.0150 oh

Pekerja

@

45,000.00

0.1500 oh

Tukang Kayu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0008 oh

mandor

@

275,000.00

60,000.00 JUMLAH

275,000.00

M. PEKERJAAN PENUTUP LANTAI & D INDING

M.6.6.1 0.04

1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM 6.6300 Bh

Ubin abu-abu 40 x 40 cm

@

7,466.06

49,500.00

9.8000 kg

Semen portland

@

860.00

8,428.00

0.0215 m3

Pasir pasang

@

249,567.03

5,365.69

0.2500 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

M.6.6.2 0.09

63,293.69

1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM 11.8700 Bh

Ubin abu-abu 30 x 30 cm

@

3,454.09

41,000.00

10.0000 kg

semen portland

@

860.00

8,600.00

0.0215 m3

pasir pasang

@

249,567.03

5,365.69

0.2600 oh

pekerja

@

45,000.00

0.1250 oh

tukang batu

@

55,000.00

0.0125 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH

M.6.6.3 0.09

1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM 26.5000 Bh 10.4000 kg

Ubin abu-abu 20 x 20 cm semen portland

@ @

1,660.38 860.00

44,000.00 8,944.00

0.0135 m3

pasir pasang

@

249,567.03

3,369.15

0.2700 oh

pekerja

@

45,000.00

0.1300 oh

tukang batu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0135 oh

mandor

@

60,000.00 JUMLAH


54,965.69

56,313.15

95/160

5/11/2018


M.6.6.4 0.09

1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM 6.6300 Bh

Ubin Warna 40 x 40 cm

@

7,466.06

49,500.00

8.1600 kg

semen portland

@

860.00

7,017.60

0.0230 m3

pasir pasang

@

249,567.03

5,740.04

0.9000 kg

Semen warna

@

1,600.00

1,440.00

0.2500 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

M.6.6.5 0.09

M.6.6.6 0.09

63,697.64

1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM 11.8700 Bh


@

3,117.10

37,000.00

8.3600 kg

semen portland

@

860.00

7,189.60

0.0230 m3

pasir pasang

@

249,567.03

5,740.04

0.9000 kg

Semen warna

@

1,600.00

1,440.00

0.2500 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

51,369.64

1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM 26.5000 Bh


@

1,660.38

44,000.00

8.7600 kg

semen portland

@

860.00

7,533.60

0.0230 m3

pasir pasang

@

249,567.03

5,740.04

0.9000 kg

Semen warna

@

1,600.00

1,440.00

0.2700 oh

pekerja

@

45,000.00

0.1300 oh

tukang batu

@

55,000.00

0.0130 oh

kepala tukang

@

60,000.00

0.0135 oh

mandor

@

60,000.00 JUMLAH

M.6.6.7 0.09

1 M2 PASANG LANTAI UBIN TERASO UKURAN 40 x 40 CM 6.2500 Bh Ubin teraso 40 x 40 cm

@

10,000.00

62,500.00

8.8000 kg

semen portland

@

860.00

7,568.00

0.0215 m3

pasir pasang

@

249,567.03

5,365.69

0.9000 kg

Semen warna

@

1,600.00

1,440.00

0.2500 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH


58,713.64

76,873.69

96/160

5/11/2018


M.6.6.8 0.09

1 M2 PASANG LANTAI UBIN TERASO UKURAN 30 x 30 CM 11.8700 Bh

Ubin teraso 30 x 30 cm

@

6,000.00

71,220.00

10.0000 kg

semen portland

@

860.00

8,600.00

0.0215 m3

pasir pasang

@

249,567.03

5,365.69

1.5400 kg

Semen warna

@

1,600.00

2,464.00

0.2600 oh

pekerja

@

45,000.00

0.1250 oh

tukang batu

@

55,000.00

0.0125 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH

M.6.6.9 0.09

M.6.6.10 0.09

87,649.69

1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM 6.9300 Bh

Ubin granito 40 x 40 cm

@

15,000.00

103,950.00

9.8000 kg

semen portland

@

860.00

8,428.00

0.0215 m3

pasir pasang

@

249,567.03

5,365.69

1.3000 kg

Semen warna

@

1,600.00

2,080.00

0.2500 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

119,823.69

1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM 11.8700 Bh

Ubin granito 30 x 30 cm

@

9,000.00

106,830.00

10.0000 kg

semen portland

@

860.00

8,600.00

0.0215 m3

pasir pasang

@

249,567.03

5,365.69

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.2600 oh

pekerja

@

45,000.00

0.1250 oh

tukang batu

@

55,000.00

0.0125 oh

kepala tukang

@

60,000.00

0.0130 oh

mandor

@

60,000.00 JUMLAH

M.6.6.11 0.09

1 M2 PASANG LANTAI UBIN TERALUX KERANG UKURAN 40 X 40 CM 6.2500 Bh Ubin teralux terang 40 x 40 cm

@

-

8.8000 kg

semen portland

@

860.00

7,568.00

0.0215 m3

pasir pasang

@

249,567.03

5,365.69

1.3000 kg

Semen warna

@

1,600.00

2,080.00

0.2500 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH


123,195.69

15,013.69

97/160

5/11/2018


M.6.6.12 0.09

1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM 11.8070 Bh

Ubin teralux terang 30 x 30 cm

@

-

10.0000 kg

semen portland

@

860.00

8,600.00

0.0215 m3

pasir pasang

@

249,567.03

5,365.69

1.1250 kg

Semen warna

@

1,600.00

1,800.00

0.2500 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

M.6.6.13 0.09

M.6.6.14 0.09

15,765.69

1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM 5.6000 Bh

Ubin teralux marmer 60 x 60 cm

@

-

8.1900 kg

semen portland

@

860.00

7,043.40

0.0450 m3

pasir pasang

@

249,567.03

11,230.52

1.0000 kg

Semen warna

@

1,600.00

1,600.00

0.2500 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0125 oh

mandor

@

60,000.00 JUMLAH

19,873.92

1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 40 X 40 CM 6.2500 Bh

Ubin teralux marmer 40 x 40 cm

@

-

8.8000 kg

semen portland

@

860.00

7,568.00

0.0215 m3

pasir pasang

@

249,567.03

5,365.69

1.3000 kg

Semen warna

@

1,600.00

2,080.00

0.6720 oh

pekerja

@

45,000.00

0.2240 oh

tukang batu

@

55,000.00

0.0220 oh

kepala tukang

@

60,000.00

0.0340 oh

mandor

@

60,000.00 JUMLAH

M.6.6.15 0.09

1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 30 X 30 CM 11.8700 Bh Ubin teralux marmer 30 x 30 cm

-

semen portland

@

860.00

8,600.00

0.0250 m3

pasir pasang

@

249,567.03

6,239.18

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.7000 oh

pekerja

@

45,000.00

0.3400 oh

tukang batu

@

55,000.00

0.0340 oh

kepala tukang

@

60,000.00

0.0350 oh

mandor

@

10.0000 kg

@

60,000.00 JUMLAH


15,013.69

17,239.18

98/160

5/11/2018


M.6.6.16 0.09

1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM 5.3000 Bh

Plint Ubin 15 x 20 cm

@

1,660.38

8,800.00

1.5600 kg

semen portland

@

860.00

1,341.60

0.0040 m3

pasir pasang

@

249,567.03

998.27

0.0600 oh

pekerja

@

45,000.00

0.0300 oh

tukang batu

@

55,000.00

0.0030 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

60,000.00 JUMLAH

M.6.6.17 0.09

11,139.87

1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 30 CM 3.5300 Bh

Plint Ubin 10 x 30 cm

@

1,151.36

4,064.31

1.5600 kg

semen portland

@

860.00

1,341.60

0.0030 m3

pasir pasang

@

249,567.03

748.70

0.0600 oh

pekerja

@

45,000.00

0.0300 oh

tukang batu

@

55,000.00

0.0030 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

60,000.00 JUMLAH

M.6.6.18 0.09

1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 40 CM 2.6500 Bh Plint Ubin 10 x 40 cm

6,154.61

@

1,866.52

4,946.27

1.5600 kg

semen portland

@

860.00

1,341.60

0.0030 m3

pasir pasang

@

249,567.03

748.70

0.0600 oh

pekerja

@

45,000.00

0.0300 oh

tukang batu

@

55,000.00

0.0030 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

60,000.00 JUMLAH

M.6.6.19 0.09

7,036.57

1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM 5.3000 Bh

Plint Ubin Pc Warna 10 x 20 cm

@

830.19

4,400.00

1.2000 kg

semen portland

@

860.00

1,032.00

0.0030 m3 0.1900 kg

pasir pasang Semen warna

@ @

249,567.03 1,600.00

748.70 304.00

0.0600 oh

pekerja

@

45,000.00

0.0300 oh

tukang batu

@

55,000.00

0.0030 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

60,000.00 JUMLAH

M.6.6.20 0.09

3.3300 Bh


@

1,039.03

3,459.98

1.6500 kg

semen portland

@

860.00

1,419.00

0.0032 m3

pasir pasang

@

249,567.03

798.61

0.1000 kg

Semen warna

@

1,600.00

160.00

0.0600 oh

pekerja

@

45,000.00

0.0300 oh

tukang batu

@

55,000.00

0.0030 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

60,000.00 JUMLAH


6,484.70

1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 30 CM

5,837.60

99/160

5/11/2018


M.6.6.21 0.09

1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 40 CM 2.6500 Bh


@

1,866.52

4,946.27

1.2000 kg

semen portland

@

860.00

1,032.00

0.0030 m3

pasir pasang

@

249,567.03

748.70

0.1000 kg

Semen warna

@

1,600.00

160.00

0.0800 oh

pekerja

@

45,000.00

0.0400 oh

tukang batu

@

55,000.00

0.0040 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH

M.6.6.22 0.09

M.6.6.23 0.09

6,886.97

1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM 3.5300 Bh

Plint Ubin Teraso 10 x 30 cm

@

2,000.00

7,060.00

1.5600 kg

semen portland

@

860.00

1,341.60

0.0030 m3

pasir pasang

@

249,567.03

748.70

0.1900 kg

Semen warna

@

1,600.00

304.00

0.0800 oh

pekerja

@

45,000.00

0.0400 oh

tukang batu

@

55,000.00

0.0040 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH

9,454.30

1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM 2.6500 Bh

Plint Ubin Teraso 10 x 40 cm

@

2,500.00

6,625.00

1.2000 kg

semen portland

@

860.00

1,032.00

0.0030 m3

pasir pasang

@

249,567.03

748.70

1.0000 kg

Semen warna

@

1,600.00

1,600.00

0.0800 oh

pekerja

@

45,000.00

0.0400 oh

tukang batu

@

55,000.00

0.0040 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

60,000.00 JUMLAH

M.6.6.24 0.09

1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM 2.6500 Bh Plint Ubin Granito 10 x 40 cm

@

3,750.00

9,937.50

1.2000 kg

semen portland

@

860.00

1,032.00

0.0030 m3

pasir pasang

@

249,567.03

748.70

1.0000 kg

Semen warna

@

1,600.00

1,600.00

0.0600 oh

pekerja

@

45,000.00

0.0300 oh

tukang batu

@

55,000.00

0.0030 oh

kepala tukang

@

60,000.00

0.0030 oh

mandor

@

60,000.00 JUMLAH


10,005.70

13,318.20

100/160

5/11/2018


M.6.6.25 0.09

1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM 3.3300 Bh

Plint Ubin Granito 10 x 30 cm

@

3,000.00

9,990.00

1.6500 kg

semen portland

@

860.00

1,419.00

0.0032 m3

pasir pasang

@

249,567.03

798.61

0.1000 kg

Semen warna

@

1,600.00

160.00

0.9000 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

60,000.00 JUMLAH

M.6.6.26 0.09

M.6.6.27 0.09

12,367.61

1M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM 2.5000 Bh

plint Ubin teralux kerang 10 x 40 cm

@

-

-

1.6500 kg

semen portland

@

860.00

1,419.00

0.0032 m3

pasir pasang

@

249,567.03

798.61

0.1000 kg

Semen warna

@

1,600.00

160.00

0.9000 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

60,000.00 JUMLAH

2,377.61

1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM 3.3300 Bh

plint Ubin teralux kerang 10 x 30 cm

@

-

-

1.6500 kg

semen portland

@

860.00

1,419.00

0.0032 m3

pasir pasang

@

249,567.03

798.61

0.1000 kg

Semen warna

@

1,600.00

160.00

0.9000 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

60,000.00 JUMLAH

M.6.6.28 0.09

1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM 1.7000 Bh Plint Ubin teralux marmer 10 x 60 cm

@

-

-

1.6500 kg

semen portland

@

860.00

1,419.00

0.0032 m3

pasir pasang

@

249,567.03

798.61

0.1000 kg

Semen warna

@

1,600.00

160.00

0.9000 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

60,000.00 JUMLAH


2,377.61

2,377.61

101/160

5/11/2018


M.6.6.29 0.09

1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 40 CM 2.5000 Bh

Plint Ubin teralux marmer 10 x 40 cm

@

-

-

1.6500 kg

semen portland

@

860.00

1,419.00

0.0032 m3

pasir pasang

@

249,567.03

798.61

0.1000 kg

Semen warna

@

1,600.00

160.00

0.9000 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

60,000.00 JUMLAH

M.6.6.30 0.09

M.6.6.31 0.09

2,377.61

1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 30 CM 3.3000 Bh

Plint Ubin teralux marmer 10 x 30 cm

@

-

-

1.6500 kg

semen portland

@

860.00

1,419.00

0.0032 m3

pasir pasang

@

249,567.03

798.61

0.1000 kg

Semen warna

@

1,600.00

160.00

0.9000 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

60,000.00 JUMLAH

2,377.61

1 M2 PASANG TERASO COR DITEMPAT 0.0036 m3

Bahan Teraso Cor

@

0.9000 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

-

60,000.00 JUMLAH

M.6.6.32 0.09

-

1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM 0.0036 m3

Bahan Teraluc cor

@

0.9000 oh

pekerja

@

45,000.00

0.0900 oh 0.0090 oh


@ @

55,000.00 60,000.00

0.0045 oh

mandor

@

-

60,000.00 JUMLAH

M.6.6.33 0.09

1.0500 m2

Ubin tahan asam

@

semen tahan asam

@

-

0.0400 m2

pasir pasang

@

249,567.03

9,982.68

0.2700 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0135 oh

mandor

@

14.1400 kg

-

60,000.00 JUMLAH


-

1 M2 PASANG UBIN TAHAN ASAM

9,982.68

102/160

5/11/2018


M.6.6.34 0.09

1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM 50.0000 bh

ubin keramik artistik 10 x 20 cm

@

1,200.00

11.3800 kg

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09 M.6.6.35 0.09

100.0000 bh


@

750.00

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

2.0000 kg

Semen warna

@

1,600.00

3,200.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

100.0000 m2


98,468.62


@

600.00

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09

0.09

75,000.00

1 M2 PASANG LANTAI KERAMIK ARTISTIK 5 X 20 CM 11.3800 kg

M.6.6.37 0.09

82,668.62

1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 10 CM

0.09 0.09

60,000.00 JUMLAH

11.3800 kg

M.6.6.36

60,000.00

60,000.00 JUMLAH

1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM 5.0000 m2 Plint keramik artistik 10 x 20 cm

60,000.00

82,668.62

@

1,200.00

6,000.00

1.6500 kg

semen portland

@

860.00

1,419.00

0.0032 m2

pasir pasang

@

249,567.03

798.61

0.1000 kg

Semen warna

@

1,600.00

160.00

0.0900 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

60,000.00 JUMLAH

8,377.61

103/160

5/11/2018


M.6.6.38 0.09

1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 10 CM 5.0000 m2

Plint keramik artistik 10 x 10 cm

@

750.00

3,750.00

1.6500 kg

semen portland

@

860.00

1,419.00

0.0032 m2

pasir pasang

@

249,567.03

798.61

0.1200 kg

Semen warna

@

1,600.00

192.00

0.0900 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

0.09 M.6.6.39 0.09

0.09 M.6.6.40 0.09

0.09

5.0000 m2

Plint keramik artistik 5 x 20 cm

@

600.00

3,000.00

0.8500 kg

semen portland

@

860.00

731.00

0.0022 m2

pasir pasang

@

249,567.03

549.05

0.0800 kg

Semen warna

@

1,600.00

128.00

0.0900 oh

pekerja

@

45,000.00

0.0900 oh

tukang batu

@

55,000.00

0.0090 oh

kepala tukang

@

60,000.00

0.0045 oh

mandor

@

0.09


60,000.00 JUMLAH

4,408.05

1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM 10.0000 m2

Interval cove ( 5 x 5 x 20 ) cm

@

-

1.4150 kg

semen portland

@

860.00

1,216.90

0.0390 m2

pasir pasang

@

249,567.03

9,733.11

1.2000 kg

Semen warna

@

1,600.00

1,920.00

0.7500 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0375 oh

mandor

@

60,000.00 JUMLAH

12,870.01

1 M' PASANG PLINT VINYL TANPA ADUKAN 3.5000 Bh 0.0800 kg

Lt vinyl karet 30 x 30 kwl Lem vinyl

@ @

0.0800 oh

pekerja

@

45,000.00

0.0800 oh

tukang batu

@

55,000.00

0.0080 oh

kepala tukang

@

60,000.00

0.0040 oh

mandor

@

0.09 M.6.6.42

6,159.61

1 M2 PASANG PLINT KERAMIK ARTISTIK 5 X 20 CM

0.09 M.6.6.41

60,000.00 JUMLAH

-

60,000.00 JUMLAH

-

1 M2 PASANG LANTAI KERAMIK 10 X 20 CM 50.0000 Bh

Ubin keramik artistik 10 x 20 cm

@

700.00

11.3000 kg

semen portland

@

860.00

35,000.00 9,718.00

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

57,599.82

104/160

5/11/2018


M.6.6.43 0.09


Ubin keramik 15 x 15 cm

@

850.00

11.3800 kg

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09 M.6.6.44 0.09

0.09

25.0000 Bh


@

1,760.00

11.3800 kg

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH


44,000.00

66,668.62



@

2,750.00

11.3800 kg

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

1 M2 PASANG LANTAI KERAMIK 15 X 20 CM 35.0000 Bh Ubin keramik 15 x 20 cm

44,000.00

60,000.00 JUMLAH

66,668.62

@

1,257.14

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

11.3800 kg

0.09

60,068.62

1 M2 PASANG LANTAI KERAMIK 20 X 20 CM

0.09 M.6.6.46 0.09

60,000.00 JUMLAH

0.09 M.6.6.45

37,400.00

44,000.00

60,000.00 JUMLAH

66,668.62

105/160

5/11/2018


M.6.6.47 0.09

1 M2 PASANG LANTAI KERAMIK 30 x 30 CM 11.1111 Bh


@

3,330.00

11.3800 kg

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09 M.6.6.48 0.09

0.09

11.1111 Bh

Ubin keramik 30 X 30 cm Anti slip

@

3,690.00

11.3800 kg

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH


41,000.00

63,668.62

1 M2 PASANG LANTAI KERAMIK 10 x 33 CM 33.0000 Bh


@

1,121.21

11.3800 kg

semen portland

@

860.00

9,786.80

0.0420 m2

pasir pasang

@

249,567.03

10,481.82

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL 12.0000 Bh Mosaik 30 x 30 cm

37,000.00

60,000.00 JUMLAH

@

59,668.62

-

semen portland

@

860.00

12,169.00

0.0390 m2

pasir pasang

@

249,567.03

9,733.11

2.0000 kg

Semen warna

@

1,600.00

3,200.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

14.1500 kg

0.09

59,668.62

1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP

0.09 M.6.6.50 0.09

60,000.00 JUMLAH

0.09 M.6.6.49

37,000.00

60,000.00 JUMLAH

25,102.11

106/160

5/11/2018


M.6.6.51 0.09

1 M2 PASANG LANTAI MARMER 1.0520 Bh

Marmer

@

-

-

semen portland

@

860.00

12,169.00

0.0390 m2

pasir pasang

@

249,567.03

9,733.11

2.0000 kg

Semen warna

@

1,600.00

3,200.00

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

14.1500 kg

0.09 M.6.6.52 0.09

1.0500 Bh

Feltex carpet 100% wool T-21

@

0.3500 kg

Lem Vinyl

@

-

0.1700 oh

pekerja

@

45,000.00

0.1700 oh

tukang batu

@

55,000.00

0.0170 oh

kepala tukang

@

60,000.00

0.0085 oh

mandor

@

0.09

1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON 1.0500 Bh Carpet 80%, 20% nylon

0.09

0.09


-

-

60,000.00 -

@

0.3500 kg

Lem Vinyl

@

-

0.1700 oh

pekerja

@

45,000.00

0.1700 oh

tukang batu

@

55,000.00

0.0170 oh

kepala tukang

@

60,000.00

0.0085 oh

mandor

@

-

-

60,000.00 JUMLAH

-

1 M2 PASANG UNDRLYER, TEBAL 6 MM 1.0500 Bh

Underlyer tebal 6 mm / rubber corrugated

@

0.1200 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh 0.0060 oh


@ @

60,000.00 60,000.00

0.09 M.6.6.55

JUMLAH

0.09 M.6.6.54

25,102.11

1 M2 PASANG LANTAI KARPET 100 % WOOL

0.09 M.6.6.53 0.09

60,000.00 JUMLAH

-

JUMLAH

-

1 M2 PASANG LANTAI KARPET 1.0500 Bh

Carpet

@

0.3500 kg

Lem Vinyl

@

-

0.1700 oh

pekerja

@

45,000.00

0.1700 oh

tukang batu

@

55,000.00

0.0170 oh

kepala tukang

@

60,000.00

0.0085 oh

mandor

@

-

-

60,000.00 JUMLAH

-

107/160

5/11/2018


M.6.6.56 0.09

1 M2 PASANG LANTAI PARQUET JATI 1.0500 Bh

Parquet jati

@

0.3500 kg

Lem Vinyl

@

-

0.1700 oh

pekerja

@

45,000.00

0.1700 oh

tukang batu

@

55,000.00

0.0170 oh

kepala tukang

@

60,000.00

0.0085 oh

mandor

@

0.09 M.6.6.57 0.09

0.09

0.09

0.09

0.09


60,000.00 -

1.0500 Bh

Gymfloor

@

0.6000 kg

Lem Vinyl

@

-

0.6500 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0325 oh

mandor

@

-

-

60,000.00 JUMLAH

-

1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH 83.0000 Bh

porselin 11 x 11 cm

@

1,250.00

103,750.00

9.3000 kg 0.0180 m3

Semen abu-abu pasir pasang

@ @

860.00 249,567.03

7,998.00 4,492.21

1.5000 Kg

Semen warna

@

1,600.00

2,400.00

0.6200 oh

pekerja

@

45,000.00

0.5000 oh

tukang batu

@

55,000.00

0.0500 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

111,748.00

1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA 83.0000 Bh

porselin 11 x 11 cm warna

@

1,750.00

145,250.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg 0.6200 oh

Semen warna pekerja

@ @

1,600.00 45,000.00

2,400.00

0.5000 oh

tukang batu

@

55,000.00

0.0500 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09 M.6.6.60

-

1 M2 PASANG GYMFLOOR

0.09 M.6.6.59

-

JUMLAH

0.09 M.6.6.58

60,000.00 JUMLAH

160,140.21

1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH 45.0000 Bh

porselin 15 x 15 cm putih

@

2,300.00

103,500.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

118,390.21

108/160

5/11/2018


M.6.6.61 0.09


porselin 15 x 15 cm putih

@

2,800.00

126,000.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09 M.6.6.62 0.09

0.09

50.0000 Bh

porselin 10 x 20 cm, warna

@

2,500.00

125,000.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

0.09


139,890.21


porselin 20 x 20 cm, warna

@

3,000.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.1800 m3

pasir pasang

@

249,567.03

44,922.07

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09 M.6.6.64 0.09

140,890.21

1 M2 PASANG DINDING PORSELIN 10 X 20 CM, WARNA

0.09 M.6.6.63

60,000.00 JUMLAH

60,000.00 JUMLAH

1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM 100.0000 Bh Keramik artistik 10 x 20 cm

75,000.00

130,320.07

@

1,000.00

100,000.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

114,890.21

109/160

5/11/2018


M.6.6.65 0.09

1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM 100.0000 Bh

Keramik artistik 5 x 20 cm

@

500.00

50,000.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09 M.6.6.66 0.09

0.09

50.0000 Bh

Keramik 10 x 20 cm

@

700.00

35,000.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

0.09


49,890.21

1 M2 PASANG DINDING KERAMIK 15 x 15 CM 45.0000 Bh

Keramik 15 x 15 cm

@

850.00

38,250.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09 M.6.6.68 0.09

64,890.21

1 M2 PASANG DINDING KERAMIK 10 X 20 CM

0.09 M.6.6.67

60,000.00 JUMLAH

60,000.00 JUMLAH

1 M2 PASANG DINDING KERAMIK 20 x 20 CM 25.0000 Bh Keramik 20 x 20 cm

53,140.21

@

1,760.00

44,000.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.4500 oh

tukang batu

@

55,000.00

0.0450 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

60,000.00 JUMLAH

58,890.21

110/160

5/11/2018


M.6.6.69 0.09

1 M2 PASANG DINDING KERAMIK 10 x 20 CM 50.0000 Bh

Keramik 10 x 20 cm

@

700.00

35,000.00

9.3000 Kg

Semen abu-abu

@

860.00

7,998.00

0.0180 m3

pasir pasang

@

249,567.03

4,492.21

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.6000 oh

pekerja

@

45,000.00

0.1250 oh

tukang batu

@

55,000.00

0.0125 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09 M.6.6.70 0.09

1.0200 m2

marmer

@

-

-

2.0000 Kg

Pacu Pancing 60 x 230

@

25,000.00

50,000.00

Semen abu-abu

@

860.00

10,698.40

0.0250 m3

pasir pasang

@

249,567.03

6,239.18

1.5000 kg

Semen warna

@

1,600.00

2,400.00

0.7200 oh

pekerja

@

45,000.00

0.6500 oh

tukang batu

@

55,000.00

0.0650 oh

kepala tukang

@

60,000.00

0.0350 oh

mandor

@

60,000.00 JUMLAH

0.09 0.09

0.09

60.0000 Bh

Bata Pelapis dinding

@

550.00

33,000.00

12.4400 Kg

Semen abu-abu

@

860.00

10,698.40

0.0250 m3

pasir pasang

@

249,567.03

6,239.18

0.6500 oh

pekerja

@

45,000.00

0.5000 oh

tukang batu

@

55,000.00

0.0500 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

0.09


49,937.58

1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM 80.0000 Bh 12.4400 Kg

Bata Pelapis klinker Semen abu-abu

@ @

550.00 860.00

44,000.00 10,698.40

0.0250 m3

pasir pasang

@

249,567.03

6,239.18

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0350 oh

mandor

@

60,000.00 JUMLAH

60,937.58

1 M2 PASANG DINDING BATU PAROS 1.0500 m2

Batu paros

@

-

Semen abu-abu

@

860.00

10,105.00

0.0350 m3

pasir pasang

@

249,567.03

8,734.85

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

11.7500 Kg

0.09

60,000.00 JUMLAH

0.09 M.6.6.73

69,337.58

1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM

0.09 M.6.6.72

49,890.21

1 M2 PASANG DINDING MARMER

12.4400 Kg

M.6.6.71

60,000.00 JUMLAH

60,000.00 JUMLAH

18,839.85

111/160

5/11/2018


M.6.6.74 0.09

1 M2 PASANG DINDING BATU TEMPEL HITAM 1.0500 m2

Batu tempel hitam

@

-

Semen abu-abu

@

860.00

10,105.00

0.0350 m3

pasir pasang

@

249,567.03

8,734.85

0.6200 oh

pekerja

@

45,000.00

0.3500 oh

tukang batu

@

55,000.00

0.0350 oh

kepala tukang

@

60,000.00

0.0300 oh

mandor

@

11.7500 Kg

0.09 M.6.6.75 0.09

0.09

11.0500 m2

Vinyl karet 30 x 30 cm KL I

@

0.3500 Kg

Lem Vinyl

@

-

0.1500 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0075 oh

mandor

@

0.09

0.09

0.09


-

-

60,000.00 -

1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II 11.0500 m2 0.3500 Kg

Vinyl karet 30 x 30 cm KL II Lem Vinyl

@ @

-

0.1500 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0075 oh

mandor

@

-

60,000.00 JUMLAH

-

1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM 11.0500 m2

Vinyl asbes 30 x 30 cm

@

0.3500 Kg

Lem Vinyl

@

-

0.1500 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh 0.0075 oh


@ @

60,000.00 60,000.00

0.09 M.6.6.78

JUMLAH

0.09 M.6.6.77

18,839.85

1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I

0.09 M.6.6.76

60,000.00 JUMLAH

-

-

JUMLAH

-

1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM 11.0500 m2

Vinyl motif kembang 30 x 30 cm

@

0.3500 Kg

Lem Vinyl

@

-

0.1500 oh

pekerja

@

45,000.00

0.1500 oh

tukang batu

@

55,000.00

0.0150 oh

kepala tukang

@

60,000.00

0.0075 oh

mandor

@

-

-

60,000.00 JUMLAH

-

112/160

5/11/2018


M.6.6.79 0.09

1 M2 PASANG WALL COVERING LEBAR 50 CM 1.1000 m2

Vinyl Wall covering, lebar 50 cm

@

0.2500 Kg

Lem

@

-

0.7500 oh

pekerja

@

45,000.00

0.1700 oh

tukang batu

@

55,000.00

0.0170 oh

kepala tukang

@

60,000.00

0.0085 oh

mandor

@

0.09 M.6.6.80 0.09

0.09

0.09

-

60,000.00 -

1 M2 FLOOR HARDENER FERROVAX 3.0000 Kg

Floor hardener ferrovax

@

0.1200 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

-

60,000.00 JUMLAH

-

1 M2 FLOOR HARDENER MASTERCRON 5.0000 Kg

Mastercron "S"

@

0.1200 oh

pekerja

@

45,000.00

0.1200 oh 0.0120 oh


@ @

55,000.00 60,000.00

0.0060 oh

mandor

@

0.09 M.6.6.82

-

JUMLAH

0.09 M.6.6.81

-

60,000.00 JUMLAH

-

1 M2 PLINT KAYU 2 X 10 CM 0.0024 m3

kayu Jati papan

@

7,000,000.00

0.0500 Kg

Paku skrup 3,5 "

@

14,300.00

0.1200 oh

pekerja

@

45,000.00

0.1200 oh

tukang batu

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0060 oh

mandor

@

0.09

16,800.00

60,000.00 JUMLAH

16,800.00

N. PEKERJAAN CAT - CATAN N. 6.6.1 1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA

0.0500 kg

Soda Api

@

0.1500 oh

pekerja

@

45,000.00

0.0750 oh

tukang cat

@

55,000.00

0.0075 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

-

60,000.00 JUMLAH

N. 6.6.2

0.0500 kg

Sabun

@

10,500.00

0.1500 oh

pekerja

@

45,000.00

0.0750 oh

tukang cat

@

55,000.00

0.0075 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

525.00

60,000.00 JUMLAH


-

1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT

525.00

113/160

5/11/2018


N. 6.6.3

1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL 0.0500 kg

Sabun

@

10,500.00

0.1500 oh

pekerja

@

45,000.00

0.0750 oh

tukang cat

@

55,000.00

0.0075 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

N. 6.6.4

525.00

1 M2 MENYABUN PERMUKAAN TEMBOK LAMA 0.0500 kg

Sabun

@

10,500.00

0.1500 oh

pekerja

@

45,000.00

0.0750 oh

tukang cat

@

55,000.00

0.0075 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

525.00

60,000.00 JUMLAH

N. 6.6.5

525.00

525.00

1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR PASIR ( SANBLASTING ) DENGAN TINGKAT KEBERSIHAN Sa 2 1/2 40.0000 kg

Pasir silika

@

10.0000 Ltr

BBM, solar

@

6,321.00

1.0000 Hr

Kompressor, blasting pot Selang dan Nozzle

@

425,197.11

1.6000 oh

pekerja

@

45,000.00

1.6000 oh

tukang cat

@

55,000.00

0.8000 oh

kepala tukang

@

60,000.00

0.5000 oh

mandor

@

-

60,000.00 JUMLAH

N. 6.6.6

-

1 M2 MENDEMPUL DAN MENGGOSOK KAYU 0.0800 kg

Dempul jadi

@

12,500.00

1,000.00

0.0200 kg

Minyak cat

@

12,500.00

250.00

0.0100 kg

Batu apung

@

15,125.00

151.25

0.0400 oh

pekerja

@

45,000.00

0.0400 oh 0.0040 oh

tukang cat kepala tukang

@ @

55,000.00 60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

N. 6.6.7

0.1500 kg

plamir

@

22,500.00

3,375.00

0.1700 kg

cat dasar

@

22,500.00

3,825.00

0.1700 kg

cat penutup/kilap

@

35,000.00

5,950.00

0.0700 oh

pekerja

@

45,000.00

0.0750 oh

tukang cat

@

55,000.00

0.0075 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH


1,401.25

1 M2 PENGECATAN BIDANG KAYU LAMA

13,150.00

114/160

5/11/2018


N. 6.6.8

1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP 0.2000 kg

cat meni

@

13,000.00

2,600.00

0.1200 kg

Plamir

@

22,500.00

2,700.00

0.1700 kg

cat dasar

@

22,500.00

3,825.00

0.2600 kg

cat penutup 2 kali

@

35,000.00

9,100.00

0.0700 oh

pekerja

@

45,000.00

0.0090 oh

tukang cat

@

55,000.00

0.0060 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

N. 6.6.9

18,225.00

1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ) 1 LAPIS CAT DASAR, 3 LAPIS CAT PENUTUP 0.2000 kg

cat meni

@

13,000.00

2,600.00

0.1500 kg

plamir

@

22,500.00

3,375.00

0.1700 kg

cat dasar

@

22,500.00

3,825.00

0.3500 oh

cat penutup 3 kali

@

35,000.00

12,250.00

0.0700 oh

pekerja

@

45,000.00

0.1050 oh 0.0040 oh

tukang cat kepala tukang

@ @

55,000.00 60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

N. 6.6.10

22,050.00

1 M2 PELABURAN BIDANG KAYU DENGAN OLI BEKAS 0.3600 ltr

oli bekas

@

5,000.00

0.0400 oh

pekerja

@

45,000.00

0.0630 oh

tukang cat

@

55,000.00

0.0630 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

N. 6.6.11

1,800.00

1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR 0.1500 ltr 0.3720 ltr

plitur plitur jadi

@ @

8,500.00 8,500.00

1,275.00 3,162.00

2.0000 lbr

ampelas

@

2,500.00

5,000.00

pekerja

@

0.0600 oh

tukang cat

@

55,000.00

0.0160 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

-

oh

60,000.00 JUMLAH

N. 6.6.12

9,437.00

1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER 0.3500 ltr

Residu atau ter

@

5,000.00

1,750.00

0.1000 oh

pekerja

@

45,000.00

4,500.00

-

oh

tukang cat

@

-

oh

kepala tukang

@

mandor

@

0.0060 oh

60,000.00 JUMLAH


1,800.00

6,250.00

115/160

5/11/2018


N. 6.6.13

1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS 0.1500 ltr

Vernis

@

10,000.00

1,500.00

0.0500 Kg

Dempul

@

25,000.00

1,250.00

0.1000 Ltr

ampelas

@

2,500.00

250.00

0.0100 bh

Kuas

@

7,500.00

75.00

0.1600 oh

pekerja

@

45,000.00

0.1600 oh

tukang cat

@

55,000.00

0.0160 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

N. 6.6.14

3,075.00

1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )

N. 6.6.15

0.1000 kg

plamir

@

22,500.00

2,250.00

0.1000 kg

cat dasar

@

22,500.00

2,250.00

0.2600 kg

cat penutup

@

15,400.00

4,004.00

0.0200 oh

pekerja

@

45,000.00

0.0630 oh

tukang cat

@

55,000.00

0.0063 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

8,504.00

1 M2 PENGECATAN TEMBOK LAMA ( 1 lapis cat dasar, 2 lapis cat penutup )

0.1200 kg

cat dasar

@

22,500.00

2,700.00

0.1800 kg

cat penutup 2 x

@

15,400.00

2,772.00

0.0280 oh

pekerja

@

45,000.00

0.0420 oh

tukang cat

@

55,000.00

0.0042 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

60,000.00 JUMLAH

N. 6.6.16

5,472.00

1 M2 MELABUR TEMBOK DENGAN KALKARIUM 0.1000 ltr 0.0280 oh

Kalkarium pekerja

@ @

45,000.00

0.0420 oh

tukang cat

@

55,000.00

0.0042 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

-

60,000.00 JUMLAH

N. 6.6.17

0.1000 lbr

Ampelas

@

2,500.00

0.2500 Ikat

Alang-alang

@

500.00

125.00

0.0020 m3

Perancah kayu

@

1,037,571.94

2,075.14

0.1500 kg

kapur sirih

@

10,000.00

1,500.00

0.1500 oh

pekerja

@

45,000.00

0.0010 oh

tukang cat

@

55,000.00

0.0001 oh

kepala tukang

@

60,000.00

0.0025 oh

mandor

@

250.00

60,000.00 JUMLAH


-

1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH

3,950.14

116/160

5/11/2018


N. 6.6.18

1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN ) 0.0020 lbr

Perancah kayu

@

1,037,571.94

2,075.14

0.3000 kg

kapur sirih

@

10,000.00

3,000.00

0.0400 oh

pekerja

@

45,000.00

0.0050 oh

tukang cat

@

55,000.00

0.0005 oh

kepala tukang

@

60,000.00

0.0025 oh

Mandor

@

60,000.00 JUMLAH

N. 6.6.19

5,075.14

1 M2 PEMASANGAN WALL PAPER 1.2000 lbr

Wall paper

@

30,000.00

36,000.00

0.2000 kg

Perekat

@

10,000.00

2,000.00

0.0200 oh

pekerja

@

45,000.00

0.2000 oh

tukang cat

@

55,000.00

0.0020 oh

kepala tukang

@

60,000.00

0.0025 oh

Mandor

@

60,000.00 JUMLAH

N. 6.6.20

38,000.00

1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 0.1000 kg

meni besi

@

25,000.00

2,500.00

0.0100 Ikat 0.0200 oh

Kuas pekerja

@ @

7,500.00 45,000.00

75.00

0.2000 oh

tukang cat

@

55,000.00

0.0200 oh

kepala tukang

@

60,000.00

0.0100 oh

Mandor

@

60,000.00 JUMLAH

N. 6.6.21

2,575.00

1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH 0.1000 kg

meni besi

@

25,000.00

0.0100 Ikat

Kuas

@

7,500.00

75.00

0.0020 m3

Perancah kayu

@

1,037,571.94

2,075.14

0.2500 oh

pekerja

@

45,000.00

0.2250 oh

tukang cat

@

55,000.00

0.0225 oh 0.0075 oh

kepala tukang Mandor

@ @

60,000.00 60,000.00 JUMLAH

N. 6.6.22

2,500.00

4,650.14

1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL SISTEM 4 LAPIS CAT KONVENSIONAL DENGAN TEBAL 200 UM 0.1000 kg

meni ( read lead ) A

@

-

0.1000 kg

meni ( read lead ) B

@

-

0.0400 kg

Alumunium C

@

-

0.0400 kg

Alumunium C

@

-

0.0100 Ltr

Pengencer

@

-

0.0020 m3

Perancah kayu

@

1,037,571.94

2,075.14

0.0060 oh

pekerja

@

45,000.00

0.0060 oh

tukang cat

@

55,000.00

0.0225 oh

kepala tukang

@

60,000.00

0.0075 oh

Mandor

@

60,000.00 JUMLAH


2,075.14

117/160

5/11/2018


N. 6.6.23

1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL SISTEM 1 LAPIS CAT MUTAKHIR DENGAN TEBAL 200 UM 0.3000 kg

cat

@

0.0060 oh

pekerja

@

45,000.00

0.0600 oh

tukang cat

@

55,000.00

0.0120 oh

kepala tukang

@

60,000.00

0.0060 oh

Mandor

@

-

60,000.00 JUMLAH

N. 6.6.24

-

1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL SISTEM 3 LAPIS CAT KONVENSIONAL DENGAN TEBAL 200 UM 0.1100 Kg

Cat dasar

@

-

0.1700 kg

cat antara

@

-

0.0800 kg

cat penutup

@

-

0.5000 oh

pekerja

@

45,000.00

0.8000 oh

tukang cat

@

55,000.00

0.3000 oh

kepala tukang

@

60,000.00

0.2000 oh

Mandor

@

60,000.00 JUMLAH

N. 6.6.25

-

1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT ( AIRLESS SPRAY ) SISTEM 1 LAPIS CAT MUTAKHIR DENGAN TEBAL 200 UM 0.3000 kg

cat dasar

@

0.4000 oh

pekerja

@

45,000.00

0.7000 oh

tukang cat

@

55,000.00

0.2000 oh

kepala tukang

@

60,000.00

0.2000 oh

Mandor

@

-

60,000.00 JUMLAH


-

118/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

G. PEKERJAAN BETON

G.6.6.1

1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr

724,228.17

G.6.6.2


711,959.51

G.6.6.3


701,756.52

G.6.6.4

1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr

84,209.69

G.6.6.5.


890,375.49

G.6.6.6


764,265.49

G.6.6.7

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr)

798,974.46

G.6.6.8

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr)

707,504.35

G.6.6.9

1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr)

824,168.79

G.6.6.10 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr)

859,109.40

G.6.6.11 1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON

886,637.14

G.6.6.12 1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR

813,325.49

G.6.6.13 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr)

890,375.49

G.6.6.14 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr) G.6.6.15 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr)

866,703.84 906,598.48

G.6.6.16 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr)

922,795.80

G.6.6.17 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr)

1,032,599.71

G.6.6.18 1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100

922,795.80

G.6.6.19 1M' MEMASANG PVC WATERSTOP LEBAR 150 MM

4,200.00


4,505.00


26,855.00


26,855.00


26,855.00

G.6.6.24 1M' MEMASANG PVC WATERSTOP LEBAR 320 MM G.6.6.25 1 KG PEMBESIAN DG BESI POLOS

4,295.00 12,460.00

G.6.6.25 1 KG PEMBESIAN DG BESI ULIR

17,710.00

G.6.6.26 1 KG KABEL PRESSTRESSED POLOS/STRANDS

12,198.00

G.6.6.27 1 KG JARING KAWAT BAJA

22,010.00 75,210.38

G.6.6.28 1M2 PASANG BEKISTING UNTUK PONDASI

G. 6.6.29 1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai )

80,398.24

G. 6.6.30 1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai )

168,286.46

Hal : 515


119/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

G. 6.6.31 1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai )

172,299.17

G. 6.6.32 1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai )

207,186.46

G. 6.6.33 1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai )

179,498.60

G. 6.6.34 1 M2 PASANG BEKISTING UNTUK TANGGA

158,560.74

G. 6.6.35 1M3 MEMBUAT BETON DENGAN MUTU K 225

1,055,117.14

G. 6.6.36 1M3 MEMBUAT BETON DENGAN MUTU K 275

1,080,771.78

G. 6.6.37 1 M2 PASANG JEMBATAN COR

49,456.90

G. 6.6.38 1M3 MEMBUAT PONDASI BETON BERTULANG (150KG BESI + BEKISTING)

2,925,969.03

G. 6.6.39 1M3 MEMBUAT SLOOF BETON BERTULANG (200KG BESI + BEKISTING)

3,659,071.56

G. 6.6.40 1M3 MEMBUAT KOLOM BETON BERTULANG (300KG BESI + BEKISTING)

6,073,831.70

G. 6.6.41 1M3 MEMBUAT BALOK BETON BERTULANG (200KG BESI + BEKISTING)

4,575,270.23

G. 6.6.42 1M3 MEMBUAT BALOK BETON BERTULANG (150KG BESI + BEKISTING)

4,119,088.79

G. 6.6.43 1M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING)

3,983,065.91

G. 6.6.44 1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING)

4,350,900.18

G. 6.6.45 1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM

54,451.90

G. 6.6.46 1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM

66,663.82

H. PEKERJAAN PENUTUP ATAP

H. 6.6.1

1M2 PASANG ATAP GENTENG PALENTONG KECIL

11,835.00

H. 6.6.2

1M2 PASANG ATAP GENTENG KODOK /GLAZZUR

50,585.00

H. 6.6.3

1M2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR

10,890.00

H. 6.6.4

1M2 PASANG ATAP GENTENG BUBUNG PALENTONG

45,186.14

H. 6.6.5

1M' PASANG BUBUNG GENTENG KODOK

55,186.14

H. 6.6.6

1M2 PASANG BUBUNG GENTENG PALENTONG BESAR

45,186.14

H. 6.6.7

1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM

11,416.25

H. 6.6.8


24,805.00

H. 6.6.9


27,105.00

H. 6.6.10 1m2 PASANG ATAP ASBES GELOMBANG (2,00X0,92)X5MM

26,985.00

H. 6.6.11 1m2 PASANG ATAP ASBES GELOMBANG (1,80X0,92)X5MM

30,435.00

H. 6.6.12 1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM

21,235.00


22,845.00


22,865.00


24,475.00


31,145.00

Hal : 515


120/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)


21,255.00


21,485.00


23,325.00


24,015.00


25,855.00

H. 6.6.22 1M' PASANG BUBUNG STEL GELOMBANG 0,92 M

97,475.00

H. 6.6.23 1M' PASANG NOK STEL GELOMBANG 1,05 M

97,475.00

H. 6.6.24 1M' PASANG NOK STEL GELOMBANG 1,08 M

97,475.00

H. 6.6.25 1M' PASANG NOK paten 0,92 m

97,475.00

H. 6.6.26 1M' PASANG NOK PATEN 1,05 M

97,475.00

H. 6.6.27 1M' PASANG NOK PATEN 1,08 M

97,475.00

H. 6.6.28 1M' PASANG NOK STEL RATA 0,92 M

99,570.00

H. 6.6.29 1M' PASANG NOK STEL RATA 1,05 M

99,570.00

H. 6.6.30 1M2 PASANG ATAP GENTENG BETON

54,554.75

H. 6.6.31 1M2 PASANG ATAP GENTENG ASPAL

76,584.75

H. 6.6.32 1M2 PASANG ATAP GENTENG METAL

77,460.00

H. 6.6.33 1M' PASANG ATAP SIRAP

55,565.00

H. 6.6.34 1M' PASANG NOK GENTENG BETON

68,574.14

H. 6.6.35 1M' PASANG NOK GENTENG ASPAL

30,581.50

H. 6.6.36 1M' PASANG NOK GENTENG METAL

21,771.25

H. 6.6.37 1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm

41,558.29

H. 6.6.38 1 M2 MEMASANG ATAP SENG

30,706.00

H. 6.6.39 1 M2 MEMASANG BUBUNGAN ATAP SENG

61,395.00

H. 6.6.40 1 M2 PASANG ATAP ALUMUNIUM

49,340.00

H. 6.6.41 1 M2 PASANG NOK ALUMUNIUM

61,700.00

H. 6.6.42 1 M2 PASANG ALUMUNIUM FOIL /SISALATION

482,780.00

I. PEKERJAAN PLAFOND

I. 6.6.1


38,250.00

I. 6.6.2


29,010.00

I. 6.6.3


30,110.00

I. 6.6.4

1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM

29,010.00

I. 6.6.5


17,680.00

I. 6.6.6


9,980.00

Hal : 515


121/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

I. 6.6.7


9,980.00

I. 6.6.8


32,200.00

I. 6.6.9


43,180.00

I. 6.6.10 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 2 MM

21,560.00

I. 6.6.11 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM

44,560.00

I. 6.6.12 1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM

50,920.00

I. 6.6.13 1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM

52,622.50

I. 6.6.14 1M2 PLAFOND LAT KAYU JATI

193,033.25

I. 6.6.15 1M2 PLAFOND LAT KAYU MERANTI

53,534.98

I. 6.6.16 1M2 PLAFOND LAT KAYU BENGKIRAI

76,334.98

I. 6.6.17

33,634.75

I. 6.6.18 1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM

37,700.00

I. 6.6.19 1M2 PLAFOND KAYU PROFIL

10,273.25

I. 6.6.20 1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI

41,320.36

I. 6.6.21 1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI

85,918.65

I. 6.6.22 1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI

61,453.65

I. 6.6.23 1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI

72,273.94

I. 6.6.24 1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM

25,803.00

1M2 PLAFOND SOFTBOARD

J. PEKERJAAN SANITAIR

J. 6.6.1

MEMASANG 1 BH CLOSED DUDUK / MONOBLOK

1,490,660.00

J. 6.6.2

MEMASANG 1 BH CLOSED JONGKOK KERAMIK

354,755.67

J. 6.6.3

MEMASANG 1 BH CLOSED JONGKOK TERASO

243,605.67

J. 6.6.4

MEMASANG 1 BH URINOIR

2,069,655.67

J. 6.6.5

MEMASANG 1 BH WASTAFEL

1,254,405.67

J. 6.6.6

MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3

339,205.67

J. 6.6.7

MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3

883,300.00

J. 6.6.8

MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 )

1,558,890.11

J. 6.6.9

MEMASANG 1 BH BADKIP PORSELEN

64,125.00

J. 6.6.10 MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR

11,999,091.72

J. 6.6.11 MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR

1,588,500.00

J. 6.6.12 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM

10,704.41

J. 6.6.13 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM

13,496.08

J. 6.6.14 MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM

33,141.41

Hal : 515


122/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

J. 6.6.15 MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM

67,984.21

J. 6.6.16 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35

315,358.16

J. 6.6.17 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50

259,898.59

J. 6.6.18 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 6

398,943.14

J. 6.6.19 MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2"

110,415.00

J. 6.6.20 MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4"

160,852.50

J. 6.6.21 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 "

211,290.00

J. 6.6.22 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 "

318,789.00

J. 6.6.23 MEMASANG 1M' PIPA GALVANIS DIAMETER 3"

1,267,014.00

J. 6.6.24 MEMASANG 1M' PIPA GALVANIS DIAMETER 4 "

1,499,708.00

J. 6.6.25 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 "

47,419.25

J. 6.6.26 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4"

55,825.50

J. 6.6.27 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 "

89,450.50

J. 6.6.28 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 "

131,481.75

J. 6.6.29 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2"

173,513.00

J. 6.6.30 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2"

215,544.25


264,313.50


297,938.50

J. 6.6.33 MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL

249,740.00

J. 6.6.34 MEMASANG 1 BH BAK CUCI PIRING TERASO

247,578.35

J. 6.6.35 MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2"

26,937.50

J. 6.6.36 MEMASANG 1BH FLOOR DRAIN

24,350.00

5,408.00

K. PEKERJAAN BESI

K. 6.6.1

1 KG PASANG RANGKA ATAP BAJA

K. 6.6.2

1 M2 PASANG PINTU BESI BAJA

3,408.00

K. 6.6.3

1 M2 PASANG JENDELA BESI

111,615.00

K. 6.6.4

1 M2 PASANG JENDELA BESI TAHAN API

119,550.00

K. 6.6.5

1 M2 PASANG PINTU GULUNG BESI

127,560.00

K. 6.6.6

1 M2 PASANG PINTU LIPAT

3,408.00

K. 6.6.7

1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM

52,640.00

K. 6.6.8

1 M2 PASANG ROLLING DOOR

136,362.00

K. 6.6.9

1 M2 PASANG PINTU ALLUMUNIUM

111,612.00

37,205.00

K. 6.6.10 1 M2 PASANG VENETIONS BLINDS

Hal : 515


123/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

K. 6.6.11 1 M2 PASANG VERTIKALS BLINDS

37,205.00

K. 6.6.12 1 M2 PASANG TERALI BESI

327,756.00

K. 6.6.13 1 M2 PASANG KAWAT HARMONIKA

54,254.13

K. 6.6.14 1 M2 PASANG KAWAT NYAMUK

24,004.13

K. 6.6.15 1 M2 PASANG KAWAT KASSA

25,714.13

K. 6.6.16 1 M2 PASANG KAWAT BURUNG

31,214.13

K. 6.6.17 1 M2 PASANG JENDELA NAKO & TRALIS

186,946.50

K. 6.6.18 1 M' PASANG TALANG DATAR, SENG BLJS 28

70,933.07

K. 6.6.19 1 M' PASANG TALANG MIRING, SENG BLJS 28

83,566.24

K. 6.6.20 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28

75,771.37

K. 6.6.21 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24

81,466.24

L. PEKERJAAN KUNCI DAN KACA

L. 6.6.1

1 BUAH PASANG KUNCI TANAM ANTIK

164,480.00

L. 6.6.2

1 BUAH PASANG KUNCI TANAM BIASA

154,100.00

L. 6.6.3

1 BUAH PASANG KUNCI KAMAR MANDI

93,175.00

L. 6.6.4

1 BUAH PASANG KUNCI SILINDER

28,040.00

L. 6.6.5

1 BUAH PASANG ENGSEL PINTU

34,870.00

L. 6.6.6

1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU

26,580.00

L. 6.6.7

1 BUAH PASANG ENGSEL ANGIN

13,700.00

L. 6.6.8

1 BUAH PASANG SPRING KNIP

9,870.00

L. 6.6.9

1 BUAH PASANG KAIT ANGIN

17,870.00

L. 6.6.10 1 BUAH PASANG DOOR CLOSER

32,900.00

L. 6.6.11 1 BUAH PASANG KUNCI SELOT

13,160.00

L. 6.6.12 1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER

32,900.00

L. 6.6.13 1 BUAH PASANG DOOR STOP

6,580.00

L. 6.6.14 1 BUAH PASANG REL PINTU DORONG

39,480.00

L. 6.6.15 1 BUAH PASANG KUNCI LEMARI

41,450.00

L. 6.6.16 1 M2 PASANG KACA, TEBAL 3 MM

62,670.00


97,870.00


151,652.50

L. 6.6.19 1 M2 PASANG KACA GELAP, TEBAL 5 MM

120,950.00

L. 6.6.20 1 M2 PASANG KACA CERMIN, TEBAL 5 MM

114,370.00


135,270.00

Hal : 515


124/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)


162,855.50

L. 6.6.23 1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM

9,870.00

L. 6.6.24 1 M2 PASANG KACA PATRI, TEBAL 5 MM

284,870.00

M. PEKERJAAN PENUTUP LANTAI & DINDING

M.6.6.1

1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM

82,613.69

M.6.6.2


75,070.69

M.6.6.3


65,053.15

M.6.6.4

1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM

83,017.64

M.6.6.5

1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM

70,689.64

M.6.6.6

1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM

79,603.64

M.6.6.7

1 M2 PASANG LANTAI UBIN TERASO UKURAN 40 x 40 CM

96,193.69

M.6.6.8

1 M2 PASANG LANTAI UBIN TERASO UKURAN 30 x 30 CM

107,754.69

M.6.6.9

1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM

139,143.69

M.6.6.10 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM

143,300.69

M.6.6.11 1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 40 X 40 CM

34,333.69

M.6.6.12 1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM

35,085.69

M.6.6.13 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM

39,193.92


60,933.69


71,579.18

M.6.6.16 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM

15,849.87


10,864.61


11,746.57

M.6.6.19 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM

11,194.70


10,547.60


13,166.97

M.6.6.22 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM

15,734.30

M.6.6.23 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM

16,285.70

M.6.6.24 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM

18,028.20

M.6.6.25 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM

58,627.61

M.6.6.26 1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM

48,637.61

M.6.6.27 1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM

48,637.61

M.6.6.28 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM

48,637.61


48,637.61

Hal : 515


125/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)


48,637.61

M.6.6.31 1 M2 PASANG TERASO COR DITEMPAT

46,260.00

M.6.6.32 1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM

46,260.00

M.6.6.33 1 M2 PASANG UBIN TAHAN ASAM

32,092.68

M.6.6.34 1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM

133,718.62


149,518.62


133,718.62

M.6.6.37 1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM

18,187.61


15,969.61


14,218.05

M.6.6.40 1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM

76,320.01

M.6.6.41 1 M' PASANG PLINT VINYL TANPA ADUKAN

8,720.00

M.6.6.42 1 M2 PASANG LANTAI KERAMIK 10 X 20 CM

108,649.82


111,118.62


117,718.62


117,718.62


117,718.62

M.6.6.47 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM

110,718.62

M.6.6.48 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP

114,718.62

M.6.6.49 1 M2 PASANG LANTAI KERAMIK 10 x 33 CM

110,718.62

M.6.6.50 1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL

76,152.11

M.6.6.51 1 M2 PASANG LANTAI MARMER

76,152.11

M.6.6.52 1 M2 PASANG LANTAI KARPET 100 % WOOL

18,530.00

M.6.6.53 1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON

18,530.00

M.6.6.54 1 M2 PASANG UNDRLYER, TEBAL 6 MM

13,080.00

M.6.6.55 1 M2 PASANG LANTAI KARPET

18,530.00

M.6.6.56 1 M2 PASANG LANTAI PARQUET JATI

18,530.00

M.6.6.57 1 M2 PASANG GYMFLOOR

52,550.00

M.6.6.58 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH

171,948.00

M.6.6.59 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA

220,340.21

M.6.6.60 1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH

174,640.21


197,140.21


196,140.21

Hal : 515


126/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)


186,570.07

M.6.6.64 1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM

171,140.21

M.6.6.65 1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM

121,140.21

M.6.6.66 1 M2 PASANG DINDING KERAMIK 10 X 20 CM

106,140.21

M.6.6.67 1 M2 PASANG DINDING KERAMIK 15 x 15 CM

109,390.21


115,140.21


86,315.21

M.6.6.70 1 M2 PASANG DINDING MARMER

143,487.58

M.6.6.71 1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM

111,487.58

M.6.6.72 1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM

112,287.58

M.6.6.73 1 M2 PASANG DINDING BATU PAROS

69,889.85

M.6.6.74 1 M2 PASANG DINDING BATU TEMPEL HITAM

69,889.85

M.6.6.75 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I

16,350.00

M.6.6.76 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II

16,350.00

M.6.6.77 1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM

16,350.00

M.6.6.78 1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM

16,350.00

M.6.6.79 1 M2 PASANG WALL COVERING LEBAR 50 CM

44,630.00

M.6.6.80 1 M2 FLOOR HARDENER FERROVAX

13,080.00

M.6.6.81 1 M2 FLOOR HARDENER MASTERCRON

13,080.00

M.6.6.82 1 M2 PLINT KAYU 2 X 10 CM

30,595.00

N. PEKERJAAN CAT - CATAN

N. 6.6.1

1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA

11,475.00

N. 6.6.2

1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT

12,000.00

N. 6.6.3

1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL

12,000.00

N. 6.6.4

1 M2 MENYABUN PERMUKAAN TEMBOK LAMA

12,000.00

N. 6.6.5

1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR

726,407.11

N. 6.6.6

1 M2 MENDEMPUL DAN MENGGOSOK KAYU

5,791.25

N. 6.6.7

1 M2 PENGECATAN BIDANG KAYU LAMA

21,025.00

N. 6.6.8

1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR,

22,380.00

N. 6.6.9

1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR )

31,365.00

N. 6.6.10 1 M2 PELABURAN BIDANG KAYU DENGAN TEAK OIL

10,995.00

N. 6.6.11 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR

13,847.00

N. 6.6.12 1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER

6,610.00

Hal : 515


127/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

N. 6.6.13 1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS

20,185.00

N. 6.6.14 1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir,

13,397.00

N. 6.6.15 1 M2 PENGECATAN TEMBOK LAMA

9,444.00

N. 6.6.16 1 M2 MELABUR TEMBOK DENGAN KALKARIUM

3,972.00

N. 6.6.17 1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH

10,911.14

N. 6.6.18 1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN )

7,330.14

N. 6.6.19 1 M2 PEMASANGAN WALL PAPER

50,170.00

N. 6.6.20 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI

16,275.00

N. 6.6.21 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH

30,075.14

N. 6.6.22 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL

4,475.14


4,650.00


96,500.00

N. 6.6.25 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT

80,500.00

Hal : 515


128/160

5/11/2018


724,228.17

TRUE

711,959.51

TRUE

701,756.52

TRUE

84,209.69

TRUE

890,375.49

TRUE

764,265.49

TRUE

798,974.46

TRUE

707,504.35

TRUE

824,168.79

TRUE

859,109.40

TRUE

886,637.14

TRUE

813,325.49

TRUE

890,375.49

TRUE

866,703.84

TRUE

906,598.48

TRUE

922,795.80

TRUE

1,032,599.71

TRUE

922,795.80

TRUE

4,200.00

TRUE

4,505.00

TRUE

26,855.00

TRUE

26,855.00

TRUE

26,855.00

TRUE

4,295.00

TRUE

12,460.00

TRUE

17,710.00

TRUE

12,198.00

TRUE

22,010.00

TRUE

75,210.38

TRUE

80,398.24

TRUE

168,286.46

TRUE TRUE

Hal : 515


129/160

5/11/2018


TRUE FALSE 172,299.17

TRUE

207,186.46

TRUE

179,498.60

TRUE

158,560.74

TRUE

1,055,117.14

TRUE

1,080,771.78

TRUE

49,456.90

TRUE

2,925,969.03

TRUE

3,659,071.56

TRUE

6,073,831.70

TRUE

4,575,270.23

TRUE

4,119,088.79

TRUE

3,983,065.91

TRUE

4,350,900.18

TRUE

54,451.90

TRUE

66,663.82

TRUE TRUE

11,835.00

TRUE

50,585.00

TRUE

10,890.00

TRUE

45,186.14

TRUE

55,186.14

TRUE

45,186.14

TRUE

11,416.25

TRUE

24,805.00

TRUE

27,105.00

TRUE

26,985.00

TRUE

30,435.00

TRUE

21,235.00

TRUE

22,845.00

TRUE

22,865.00

TRUE

24,475.00

TRUE

31,145.00

TRUE TRUE

Hal : 515


130/160

5/11/2018



TRUE

21,485.00

TRUE

23,325.00

TRUE

24,015.00

TRUE

25,855.00

TRUE

97,475.00

TRUE

97,475.00

TRUE

97,475.00

TRUE

97,475.00

TRUE

97,475.00

TRUE

97,475.00

TRUE

99,570.00

TRUE

99,570.00

TRUE

54,554.75

TRUE

76,584.75

TRUE

77,460.00

TRUE

55,565.00

TRUE

68,574.14

TRUE

30,581.50

TRUE

21,771.25

TRUE

41,558.29

TRUE

30,706.00

TRUE

61,395.00

TRUE

49,340.00

TRUE

61,700.00

TRUE

482,780.00

TRUE TRUE

38,250.00

TRUE

29,010.00

TRUE

30,110.00

TRUE

29,010.00

TRUE

17,680.00

TRUE

9,980.00

TRUE TRUE

Hal : 515


131/160

5/11/2018


TRUE FALSE 9,980.00

TRUE

32,200.00

TRUE

43,180.00

TRUE

21,560.00

TRUE

44,560.00

TRUE

50,920.00

TRUE

52,622.50

TRUE

193,033.25

TRUE

53,534.98

TRUE

76,334.98

TRUE

33,634.75

TRUE

37,700.00

TRUE

10,273.25

TRUE

41,320.36

TRUE

85,918.65

TRUE

61,453.65

TRUE

72,273.94

TRUE

25,803.00

TRUE TRUE

1,490,660.00

TRUE

354,755.67

TRUE

243,605.67

TRUE

2,069,655.67

TRUE

1,254,405.67

TRUE

339,205.67

TRUE

883,300.00

TRUE

1,558,890.11

TRUE

64,125.00

TRUE

11,999,091.72

TRUE

1,588,500.00

TRUE

10,704.41

TRUE

13,496.08

TRUE

33,141.41

TRUE TRUE

Hal : 515


132/160

5/11/2018



TRUE

315,358.16

TRUE

259,898.59

TRUE

398,943.14

TRUE

110,415.00

TRUE

160,852.50

TRUE

211,290.00

TRUE

318,789.00

TRUE

1,267,014.00

TRUE

1,499,708.00

TRUE

47,419.25

TRUE

55,825.50

TRUE

89,450.50

TRUE

131,481.75

TRUE

173,513.00

TRUE

215,544.25

TRUE

264,313.50

TRUE

297,938.50

TRUE

249,740.00

TRUE

247,578.35

TRUE

26,937.50

TRUE

24,350.00

TRUE TRUE

5,408.00

TRUE

3,408.00

TRUE

111,615.00

TRUE

119,550.00

TRUE

127,560.00

TRUE

3,408.00

TRUE

52,640.00

TRUE

136,362.00

TRUE

111,612.00

TRUE

37,205.00

TRUE TRUE

Hal : 515


133/160

5/11/2018



TRUE

327,756.00

TRUE

54,254.13

TRUE

24,004.13

TRUE

25,714.13

TRUE

31,214.13

TRUE

186,946.50

TRUE

70,933.07

TRUE

83,566.24

TRUE

75,771.37

TRUE

81,466.24

TRUE TRUE

164,480.00

TRUE

154,100.00

TRUE

93,175.00

TRUE

28,040.00

TRUE

34,870.00

TRUE

26,580.00

TRUE

13,700.00

TRUE

9,870.00

TRUE

17,870.00

TRUE

32,900.00

TRUE

13,160.00

TRUE

32,900.00

TRUE

6,580.00

TRUE

39,480.00

TRUE

41,450.00

TRUE

62,670.00

TRUE

97,870.00

TRUE

151,652.50

TRUE

120,950.00

TRUE

114,370.00

TRUE

135,270.00

TRUE TRUE

Hal : 515


134/160

5/11/2018



TRUE

9,870.00

TRUE

284,870.00

TRUE TRUE

82,613.69

TRUE

75,070.69

TRUE

65,053.15

TRUE

83,017.64

TRUE

70,689.64

TRUE

79,603.64

TRUE

96,193.69

TRUE

107,754.69

TRUE

139,143.69

TRUE

143,300.69

TRUE

34,333.69

TRUE

35,085.69

TRUE

39,193.92

TRUE

60,933.69

TRUE

71,579.18

TRUE

15,849.87

TRUE

10,864.61

TRUE

11,746.57

TRUE

11,194.70

TRUE

10,547.60

TRUE

13,166.97

TRUE

15,734.30

TRUE

16,285.70

TRUE

18,028.20

TRUE

58,627.61

TRUE

48,637.61

TRUE

48,637.61

TRUE

48,637.61

TRUE

48,637.61

TRUE TRUE

Hal : 515


135/160

5/11/2018



TRUE

46,260.00

TRUE

46,260.00

TRUE

32,092.68

TRUE

133,718.62

TRUE

149,518.62

TRUE

133,718.62

TRUE

18,187.61

TRUE

15,969.61

TRUE

14,218.05

TRUE

76,320.01

TRUE

8,720.00

TRUE

108,649.82

TRUE

111,118.62

TRUE

117,718.62

TRUE

117,718.62

TRUE

117,718.62

TRUE

110,718.62

TRUE

114,718.62

TRUE

110,718.62

TRUE

76,152.11

TRUE

76,152.11

TRUE

18,530.00

TRUE

18,530.00

TRUE

13,080.00

TRUE

18,530.00

TRUE

18,530.00

TRUE

52,550.00

TRUE

171,948.00

TRUE

220,340.21

TRUE

174,640.21

TRUE

197,140.21

TRUE

196,140.21

TRUE TRUE

Hal : 515


136/160

5/11/2018



TRUE

171,140.21

TRUE

121,140.21

TRUE

106,140.21

TRUE

109,390.21

TRUE

115,140.21

TRUE

86,315.21

TRUE

143,487.58

TRUE

111,487.58

TRUE

112,287.58

TRUE

69,889.85

TRUE

69,889.85

TRUE

16,350.00

TRUE

16,350.00

TRUE

16,350.00

TRUE

16,350.00

TRUE

44,630.00

TRUE

13,080.00

TRUE

13,080.00

TRUE

30,595.00

TRUE TRUE

11,475.00

TRUE

12,000.00

TRUE

12,000.00

TRUE

12,000.00

TRUE

726,407.11

TRUE

5,791.25

TRUE

21,025.00

TRUE

22,380.00

TRUE

31,365.00

TRUE

10,995.00

TRUE

13,847.00

TRUE

6,610.00

TRUE TRUE

Hal : 515


137/160

5/11/2018



TRUE

13,397.00

TRUE

9,444.00

TRUE

3,972.00

TRUE

10,911.14

TRUE

7,330.14

TRUE

50,170.00

TRUE

16,275.00

TRUE

30,075.14

TRUE

4,475.14

TRUE

4,650.00

TRUE

96,500.00

TRUE

80,500.00

TRUE TRUE

Hal : 515


138/160

5/11/2018


REKAPITULASI ANALISA SNI NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

A. PEKERJAAN PERSIAPAN

A. 6.6.1

1 M' PAGAR SEMENTARA DARI KAYU TINGGI 2 M

99,388.44

A. 6.6.2

1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M

144,638.44

A. 6.6.3

1 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 M

321,230.34

A. 6.6.4

1 M' MENGUKUR DAN MEMASANG BOUWPLANK

30,850.37

A. 6.6.5

1 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN

1,859,515.91

A. 6.6.6

1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT

487,082.97

A. 6.6.7

1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU

507,647.35

A. 6.6.8

1 M' MEMBERSIHKAN LAPANGAN DAN PERATAAN

22,700.00

A. 6.6.9

1 M2 PEMBUATAN BEDENG BURUH

547,381.24

A. 6.6.10

1 M2 PEMBUATAN BAK ADUKAN UKURAN (40 X 50 X 20) CM

79,888.59

A. 6.6.11

1 M2 PEMBUATAN STEGGER DARI BAMBU,UKURAN (40X50X20) CM

29,335.00

A. 6.6.12

1 M2 PEMBUATAN JALAN SEMENTARA

205,550.00

A. 6.6.13

1 M3 BONGKARAN BETON BERTULANG

319,995.00

A. 6.6.14

1 M3 BONGKARAN DINDING TEMBOK BATA MERAH

319,995.00

A. 6.6.15

1 M' PASANG PAGAR KAWAT JARING GALVANIS.TINGGI 1,00 M

20,835.00

A. 6.6.16

1 M' PASANG PAGAR BETON PRACETAK ( 5X50X213) CM

2,030,554.75

B. PEKERJAAN TANAH

B. 6.6.1

1 M3 GALIAN TANAH BIASA SEDALAM 1 M'

20,400.00

B. 6.6.2


26,790.00

B. 6.6.3


37,455.00

B. 6.6.4

1 M3 GALIAN TANAH KERAS SEDALAM 1 M'

31,845.00

B. 6.6.5

1 M3 GALIAN TANAH CADAS SEDALAM 1 M

63,750.00

B. 6.6.6

1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M'

42,015.00

B. 6.6.7

1 M2 PEKERJAAN STRIPPING SETINGGI 1 M

2,550.00

B. 6.6.8

1 M3 PEMBUANGAN TANAH SEJAUH 150 M

26,220.00

B. 6.6.9

1 M3 URUGAN KEMBALI

9,780.00

B. 6.6.10

PEMADATAN TANAH

25,500.00

B. 6.6.11

1 M3 URUGAN TANAH

232,963.62

1 M3 URUGAN PASIR

279,080.43

B. 6.6.11.a

Hal : 505


139/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

B. 6.6.12

1 M3 LAPISAN PUDEL CAMP 1 Kp : 3 Ps : 7 TL

133,602.12

B. 6.6.13

1 M3 LAPISAN PUDEL CAMP 1 Kp : 5 TL

67,685.00

B. 6.6.14

1 M3 PEMASANGAN LAPISAN IJUK

7,650.00

B. 6.6.15

1 M3 URUGAN SIRTU

264,230.43

B. 6.6.16

1 M2 PEMBUATAN JALAN SEMENTARA. TEBAL 25 CM

131,921.30

C. PEKERJAAN PONDASI

C.6.6.1


760,107.78

C.6.6.2


680,808.85

C.6.6.3

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2,5 Ps

760,107.78

C.6.6.4


639,383.74

C.6.6.5

1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps

614,578.59

C.6.6.6


597,348.20

C.6.6.7 C.6.6.8

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 6 Ps 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 8 Ps

585,250.83 562,890.83

C.6.6.9

1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 1 Ps

481,899.60

C.6.6.10

1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 2 Ps

430,598.52

C.6.6.11

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1/4 Kp ; 4 Ps

615,706.46

C.6.6.12

1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Kp ; 10 Ps

520,605.71

C.6.6.13

1 M3 PASANG PONDASI BATU KALI, 1/4 Pc ; 1 Kp ; 4 Ps

511,062.29

C. 6.6.14

1 M3 PASANGAN BATU KOSONG (AANSTAMPING)

378,580.54

C. 6.6.15

1 M3 PASANG PONDASI SIKLOP 40 % BATU KALI

1,460,569.29

C. 6.6.16

1 M3 PASANG PONDASI SUMURAN DIA 100 CM

824,370.24

C. 6.6.17

PEMBUATAN TIANG PANCANG (40X40) CM, BETON BERTULANG

768,177.43

C. 6.6.18

PEMBUATAN TIANG PANCANG (35X35) CM, BETON BERTULANG

601,502.76

D. PEKERJAAN DINDING

D.6.6.1

1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 1 Ps

179,040.25

D.6.6.2


166,625.36

D.6.6.3


160,297.60

D.6.6.4


155,292.73

D.6.6.5


153,797.84

Hal : 505


140/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

D.6.6.6


153,797.84

D.6.6.7

1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Kp ; 10 Ps

141,141.25

D.6.6.8

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc ; 1 Ps

85,295.88

D. 6.6.9

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 2 ps

80,180.55

D. 6.6.10


76,740.88

D. 6.6.11


75,021.38

D. 6.6.12


73,955.32

D. 6.6.13


73,783.98

D. 6.6.14


72,468.35

D. 6.6.15

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 Kp ; 10 ps

70,823.35

D. 6.6.16

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 1 Sm ; 1 ps

59,011.01

D. 6.6.17

1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp ; 1 Sm ; 2 Ps

61,480.28

D. 6.6.18

1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.20)

145,959.22

D. 6.6.19


125,040.55

D. 6.6.20


93,538.31

D. 6.6.21

1 M2 PASANGAN DINDING CON BLOCK (HB.20)

171,195.87

D. 6.6.22


125,026.32

D. 6.6.23


101,980.22

D. 6.6.24

1 M2 PASANGAN DINDING LATAI

102,496.42

D. 6.6.25

1 M2 PASANGAN DINDING ROSTER 20 X 20

118,542.85

D. 6.6.26

1 M2 PASANG BATA BERONGGA UKURAN ( 5x11x24 ) cm

231,042.21

D. 6.6.27

1 M2 PASANG DINDING ANYAMAN BAMBU RANGKA KAYU

29,200.62

D. 6.6.28

1 M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP

137,428.16

E. PEKERJAAN PLESTERAN

E. 6.6.1


33,105.57

E. 6.6.2


30,319.84

E. 6.6.3


29,064.57

E. 6.6.4


28,213.34

E. 6.6.5


27,955.67

E. 6.6.6


27,654.84

Hal : 505


141/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

E. 6.6.7


27,216.41

E. 6.6.8

1 M2 PLESTERAN 1 pc ; 0,5 Kp ; 3 Ps, TEBAL 15 MM

26,962.97

E. 6.6.9

1 M2 PLESTERAN 1 pc ; 3 Kp ; 10 Ps, TEBAL 15 MM

23,856.34

E. 6.6.10

1 M2 PLESTERAN 0,5 pc ; 1 Kp ; 4 Ps, TEBAL 15 MM

26,096.77

E. 6.6.11

1 M2 PLESTERAN 1 Kp ; 1 Sm ; 1 Ps, TEBAL 15 MM

21,048.84

E. 6.6.12


22,534.53

E. 6.6.13


42,220.84

E. 6.6.14


39,976.74

E. 6.6.15


38,652.68

E. 6.6.16


37,457.28

E. 6.6.17


37,053.41

E. 6.6.18


28,744.95

E. 6.6.19 E. 6.6.20

1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 25 MM 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 25 MM

43,054.37 45,319.85

E. 6.6.21


44,116.35

E. 6.6.22


43,041.51

E. 6.6.23


55,323.85

E. 6.6.24


52,452.11

E. 6.6.25


50,818.62

E. 6.6.26


48,823.92

E. 6.6.27

1 M2 BERAPEN 1 pc ; 3 ps, TEBAL 30 MM

22,821.11

E. 6.6.28

1 M2 BERAPEN 1 pc ; 5 ps, TEBAL 15 MM

22,116.24

E. 6.6.29

1 M2 PLESTERAN BETON 1 pc ; 2 ps, TEBAL 15 MM

26,640.21

E. 6.6.30

1 M2 PLESTERAN BETON 1 pc ; 3 ps, TEBAL 15 MM

25,471.11

E. 6.6.31

1 M2 PLESTERAN SKONING 1 pc ; 2ps

7,984.13

E. 6.6.32

1 M2 PLESTERAN GRANITO 1 pc WARNA ; 2 GRANITO, TEBAL 10 MM

154,000.40

E. 6.6.33

1 M2 PLESTERAN TERASO 1 pc WARNA ; 2 BATU TERASO, TEBAL 10 MM

120,904.00

E. 6.6.34

1 M2 PLESTERAN CIPRAT 1 pc ; 2ps

25,958.27

E. 6.6.35

1 M2 PLESTERAN SIAR ADUKAN 1 pc ; 2ps

13,133.27

E. 6.6.36

1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS

32,877.40

Hal : 505


142/160

5/11/2018


NO

URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

F. PEKERJAAN KAYU

F.6.6.1

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU JATI

7,008,000.00

F.6.6.2

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU BENGKIRAI

3,723,086.33

F.6.6.3

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU ULIN

3,243,086.33

F.6.6.4

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU MERANTI MERAH

2,643,086.33

F.6.6.5

1 M2 PASANG PINTU KLAMP KAYU BENGKIRAI

158,423.84

F.6.6.6

1 M2 PASANG PINTU KLAMP KAYU ULIN

144,120.09

F.6.6.7

1 M2 PASANG PINTU PANEL KAYU JATI

480,500.00

F.6.6.8

1 M2 PASANG PINTU PANEL KAYU BENGKIRAI

286,002.88

F.6.6.9

1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI

405,400.00

F.6.6.10

1 M2 PASANG PINTU DAN JENDELA KACA KAYU BENGKIRAI

235,215.02

F.6.6.11

1 M2 PASANG PINTU DAN JENDELA KACA KAYU ULIN

221,215.02

F.6.6.12

1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI

694,000.00

F.6.6.13

1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU BENGKIRAI

382,804.60

F.6.6.14

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI

352,704.75

F.6.6.15

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BENGKIRAI

257,401.16

F.6.6.16

1 M2 PASANG JALUSI MATI KUSEN KAYU JATI

567,773.75

F.6.6.17

1 M2 PASANG JALUSI MATI KUSEN KAYU BENGKIRAI

276,028.07

F.6.6.18

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU ULIN

249,618.91

F.6.6.19

1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU JATI

407,897.50

F.6.6.20

1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU BENGKIRAI

309,401.16

F.6.6.21

1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU JATI

407,554.75

F.6.6.22

1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU BENGKIRAI

312,251.16

F.6.6.23

1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI

402,804.75

F.6.6.24

1 M2 PASANG PINTU TEAKWOOD & FORMIKA, RANGKA KAYU BENGKIRAI

311,751.16

F.6.6.25

1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI

492,054.75

F.6.6.26

1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU BENGKIRAI

396,751.16

F.6.6.27

1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI

6,703,460.00

F.6.6.28

1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU BENGKIRAI

3,334,789.13

F.6.6.29

1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU ULIN

2,896,329.13

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URAIAN PEKERJAAN

JUMLAH HARGA (Rp)

F.6.6.30

1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU MERANTI

2,344,789.13

F.6.6.31

1M2 PASANG KASO + RENG GENTENG KODOK KAYU BENGKIRAI

35,924.61

F.6.6.32

1M2 PASANG KASO + RENG GENTENG KODOK KAYU ULIN

31,413.36

F.6.6.33

1M2 PASANG KASO + RENG GENTENG MONIER KAYU JATI

82,673.75

F.6.6.34

1M2 PASANG KASO + RENG GENTENG MONIER KAYU BENGKIRAI

39,799.76

F.6.6.35

1M2 PASANG KASO + RENG GENTENG BETON KAYU BENGKIRAI

39,799.76

F.6.6.36

1M2 PASANG KASO + RENG ATAP SIRAP KAYU BENGKIRAI

335,144.37

F.6.6.37

1M2 PASANG KASO + RENG ATAP SIRAP KAYU ULIN

269,529.37

F.6.6.38

1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU JATI

87,682.50

F.6.6.39

1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU BENGKIRAI

50,933.36

F.6.6.40

1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU ULIN

46,325.86

F.6.6.41

1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU JATI

144,673.75

F.6.6.42 F.6.6.43

1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU BENGKIRAI 1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU MERANTI

74,237.90 53,537.90

F.6.6.44

1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU JATI

170,715.00

F.6.6.45

1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU BENGKIRAI

88,029.44

F.6.6.46

1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU MERANTI

63,729.44

F.6.6.47

1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU JATI

68,291.25

F.6.6.48

1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU BENGKIRAI

33,281.77

F.6.6.49

1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU JATI

96,261.25

F.6.6.50

1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU BENGKIRAI

60,844.54

F.6.6.51


58,204.29

F.6.6.52


32,692.62

F. 6.6.53.

1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU ULIN

29,252.62

F. 6.6.54

1M2 PASANG RANGKA DINDING PEMISAH KAYU BENGKIRAI

92,628.16

F. 6.6.55

1M2 PASANG RANGKA DINDING PEMISAH KAYU ULIN

82,028.16

F. 6.6.56

1M2 PASANG DINDING PEMISAH TEKWOOD RANGKAP, RANGKA KAYU BENGKIRAI

92,628.16

F. 6.6.57

1M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER

166,948.16

F. 6.6.58

1M2 PASANG DINDING LAMBRISIRING DARI PAPAN JATI

176,927.50

F. 6.6.59

1M2 PASANG PLYWOOD TEBAL 3 MM, UNTUK DINDING

30,969.25

F. 6.6.60

1M2 PASANG LIST PLAFOND, KAYU PROFIL

7,882.50

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5/11/2018


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5/11/2018


Hal : 505


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5/11/2018


99,388.44

TRUE

144,638.44

TRUE

321,230.34

TRUE

30,850.37

TRUE

##########

TRUE

487,082.97

TRUE

507,647.35

TRUE

22,700.00

TRUE

547,381.24

TRUE

79,888.59

TRUE

29,335.00

TRUE

205,550.00

TRUE

319,995.00

TRUE

319,995.00

TRUE

20,835.00

TRUE

##########

TRUE TRUE

20,400.00

TRUE

26,790.00

TRUE

37,455.00

TRUE

31,845.00 63,750.00

TRUE TRUE

42,015.00

TRUE

2,550.00

TRUE

26,220.00

TRUE

9,780.00

TRUE

25,500.00

TRUE

232,963.62

TRUE

279,080.43

TRUE

Hal : 505


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5/11/2018



TRUE

67,685.00

TRUE

7,650.00

TRUE

264,230.43

TRUE

131,921.30

TRUE TRUE

760,107.78

TRUE

680,808.85

TRUE

760,107.78

TRUE

639,383.74

TRUE

614,578.59

TRUE

597,348.20

TRUE

585,250.83 562,890.83

TRUE TRUE

481,899.60

TRUE

430,598.52

TRUE

615,706.46

TRUE

520,605.71

TRUE

511,062.29

TRUE

378,580.54

TRUE

##########

TRUE

824,370.24

TRUE

768,177.43

TRUE

601,502.76

TRUE TRUE

179,040.25

TRUE

166,625.36

TRUE

160,297.60

TRUE

155,292.73

TRUE

153,797.84

TRUE

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TRUE

141,141.25

TRUE

85,295.88 80,180.55

TRUE TRUE

76,740.88

TRUE

75,021.38

TRUE

73,955.32

TRUE

73,783.98

TRUE

72,468.35

TRUE

70,823.35

TRUE

59,011.01

TRUE

61,480.28

TRUE

145,959.22

TRUE

125,040.55

TRUE

93,538.31

TRUE

171,195.87

TRUE

125,026.32

TRUE

101,980.22

TRUE

102,496.42

TRUE

118,542.85

TRUE

231,042.21

TRUE

29,200.62

TRUE

137,428.16

TRUE TRUE

33,105.57

TRUE

30,319.84

TRUE

29,064.57

TRUE

28,213.34

TRUE

27,955.67

TRUE

27,654.84

TRUE

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5/11/2018



TRUE

26,962.97

TRUE

23,856.34

TRUE

26,096.77

TRUE

21,048.84

TRUE

22,534.53

TRUE

42,220.84

TRUE

39,976.74

TRUE

38,652.68

TRUE

37,457.28

TRUE

37,053.41

TRUE

28,744.95

TRUE

43,054.37 45,319.85

TRUE TRUE

44,116.35

TRUE

43,041.51

TRUE

55,323.85

TRUE

52,452.11

TRUE

50,818.62

TRUE

48,823.92

TRUE

22,821.11

TRUE

22,116.24

TRUE

26,640.21

TRUE

25,471.11

TRUE

7,984.13

TRUE

154,000.40

TRUE

120,904.00

TRUE

25,958.27

TRUE

13,133.27

TRUE

32,877.40

TRUE

Hal : 505


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5/11/2018


TRUE FALSE TRUE ##########

TRUE

##########

TRUE

##########

TRUE

##########

TRUE

158,423.84

TRUE

144,120.09

TRUE

480,500.00

TRUE

286,002.88

TRUE

405,400.00

TRUE

235,215.02

TRUE

221,215.02

TRUE

694,000.00 382,804.60

TRUE TRUE

352,704.75

TRUE

257,401.16

TRUE

567,773.75

TRUE

276,028.07

TRUE

249,618.91

TRUE

407,897.50

TRUE

309,401.16

TRUE

407,554.75

TRUE

312,251.16

TRUE

402,804.75

TRUE

311,751.16

TRUE

492,054.75

TRUE

396,751.16

TRUE

##########

TRUE

##########

TRUE

##########

TRUE

Hal : 505


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5/11/2018


TRUE FALSE ##########

TRUE

35,924.61

TRUE

31,413.36

TRUE

82,673.75

TRUE

39,799.76

TRUE

39,799.76

TRUE

335,144.37

TRUE

269,529.37

TRUE

87,682.50

TRUE

50,933.36

TRUE

46,325.86

TRUE

144,673.75

TRUE

74,237.90

TRUE

53,537.90

TRUE

170,715.00

TRUE

88,029.44

TRUE

63,729.44

TRUE

68,291.25

TRUE

33,281.77

TRUE

96,261.25

TRUE

60,844.54

TRUE

58,204.29

TRUE

32,692.62

TRUE

29,252.62

TRUE

92,628.16

TRUE

82,028.16

TRUE

92,628.16

TRUE

166,948.16

TRUE

176,927.50

TRUE

30,969.25

TRUE

7,882.50

TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE


Hal : 505

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5/11/2018


TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE


Hal : 505

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5/11/2018




Hal : 505

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5/11/2018




Hal : 505

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5/11/2018


TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE

Hal : 505


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Hal : 505


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5/11/2018


Hal : 505


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SNI LENGKAP 2006

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