BoQ Bandara

DAFTAR HARGA SATUAN BAHAN PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

NO

URAIAN

SATUAN

HARGA SATUAN ( Rp )

STRUKTUR DAN ARSITEKTUR 1

Portland cement (50 kg)

zak

55,000.00

2

Semen warna

kg

1,500.00

3

Pasir pasang

m3

85,000.00

4

Pasir beton

m3

90,000.00

5

Pasir Urug

m3

60,000.00

6

Tanah timbun / Merah di datangkan

m3

15,000.00

7

Kerikil

m3

100,000.00

8

Batu belah

m3

120,000.00

9

Split pecah mesin 2/3

m3

185,000.00

10

Ai Air

ltr

100.00

11

Readymix K-350

m3

590,000.00

12

Readymix K-250

m3

525,000.00

13

Ready Mix K-225

m3

490,000.00

14

Readymix K-175

m3

425,000.00

15

Readymix K-125

m3

300,000.00

16

Besi beton

kg

9,800.00

17

Kawat beton

kg

18,500.00

18

Besi siku

kg

12,800.00

19

Besi WF

kg

12,800.00

20

Besi UNP

kg

12,800.00

21

Bata merah

bh

500.00

22

Keramik 40x40 KW 1

m2

40,000.00

23

Keramik 30x30 KW 1

m2

43,000.00

24

Keramik 20x25 KW 1

m2

45,000.00

25

Keramik 20x20 KW 1

m2

45,000.00

26

Keramik 10x40 KW 1

m1

10,000.00

27

Keramik 10x30 KW 1

m1

12,000.00

28

Nosing keramik 10x30

bh

7,500.00

29

Marmer

m2

120,000.00

30

Karpet

m2

60,000.00

31

Waterproofing membran

roll

550,000.00

32

Waterproofing

Pail

350,000.00

33

Kayu Klas I

m3

5,750,000.00

34

Broti ( kayu klas III)

m3

3,250,000.00

35

Balok Kayu Sembarang

m3

3,000,000.00

36

Kayu dolken/Laut Ø 3"-4"/4 m

btg

15,000.00

37

Papan

m2

56,000.00

38

Kayu balok Kamper Medan

m3

3,250,000.00

39

Multiplex/ Taekwood 9 mm

lbr

105,000.00

40

Multiplex 12mm

lbr

120,000.00

41

Paku

kg

10,000.00

42

Minyak Bekisting

ltr

5,000.00

43

Formtie/Penjaga jarak bekisting

btg

5,000.00

44

Plamir tembok

kg

12,000.00

45

Rol cat

bh

8,000.00

46

Ampelas

lbr

500.00

47

Meni kayu

kg

12,000.00

48

Cat kayu

kg

25,000.00

KET


NO

URAIAN

SATUAN

HARGA SATUAN ( Rp )

49

Cat tembok Interior

kg

22,000.00

50

Cat tembok Eksterior

kg

24,000.00

51

Cat Minyak

m2

25,000.00

52

Minyak cat

ltr

15,000.00

53

Kuas

bh

2,000.00

54

Dempul kasar

kg

18,000.00

55

Wood filler

kg

18,000.00

56

Oker putih

kg

1,300.00

57

Oker warna

kg

1,300.00

58

Batu apung

kg

10,000.00

59

Sirlax

kg

8,000.00

60

Kwas 3"

bh

5,000.00

61

Spiritus

ltr

15,000.00

62

Door Closer (DC)

bh

250,000.00

63

Door Stop (DS)

bh

35,000.00

64

Kunci

bh

250,000.00

65

Cylinder Lock (CL)

bh

125,000.00

66

Lockset

bh

250,000.00

67

Engsel 4"

bh

12,000.00

68

Engsel jendela

bh

8,000.00

69

Engsel pintu

ps

12,000.00

70

Handle (HD)

bh

150,000.00

71

Pull Handle (PH)

bh

190,000.00

72

Pull Handle (Handle Frameless)

pair

220,000.00

73

Aluminium Frame Window (AW)

m1

45,000.00

74

Spring knip

bh

10,000.00

75

Kait angin

bh

10,000.00

76

Kaca es tebal 5 mm

m2

160,000.00

77

Kaca Tempered polos 8mm

m2

410,000.00

78

Kaca clear 5 mm

m2

110,000.00

79

Kaca Reflective polos 8mm

m2

220,000.00

80


m2

492,000.00

81

Stainless steel (SST)

m2

450,000.00

82

Floor hinges

bh

450,000.00

83

Patch fiting

bh

180,000.00

84

Pintu besi

m2

1,300,000.00

85

Pintu panel kayu

m2

410,000.00

86

Rolling door

m2

435,000.00

87

Wire mesh M-4

m2

30,000.00

88

Wire mesh M-4

lbr

375,000.00

89

Profil alumunium

m

8,000.00

90

Kawat ø 4 mm

kg

13,000.00

91

Kawat ayam 3 mm

m2

10,000.00

92

Ramset

bh

700.00

93

Akustik board

lbr

70,000.00

94

Gypsum board 12 mm

lbr

85,000.00

95

Kalsium silikat board 6 mm

m2

62,000.00

96

Kalsium silikat board 15 mm

m2

125,000.00

97

Plafon alumunium

m2

284,000.00

98

List plafon gypsum

m1

12,500.00

KET


NO

URAIAN

SATUAN

HARGA SATUAN ( Rp )

99

Paku sekrup

kg

18,000.00

100

Roof drain cast iron dia. 4"

unit

200,000.00

101

Hollow 40x40

btg

75,000.00

102

Alumunium composite panel tebal 4 mm

m2

313,000.00

103

Sealent

m1

5,000.00

104

Urinal type moslem

set

3,700,000.00

105

Wastafel L 521 V1A ex. Toto

set

1,261,000.00

106

Closet duduk CW 660 J / SW 660 J ex. Toto

set

1,550,000.00

107

Shower Spray THX 20 NPIV, ex. Toto + Accessories

Unit

159,000.00

108

Floor Drain TX 1 AV1, ex. Toto

Unit

100,000.00

109

Paper Holder TX 703 AESV1, ex. Toto

Unit

90,000.00

110

Tempat Sampah ( Waste Reeptacles )

Unit

300,000.00

111

Penggantung ( Hook ) TS 118 WS, ex. Toto

Unit

75,000.00

112

Soap Holder S 6 N, ex. Toto

Unit

65,000.00

113

Bak Cuci Piring 1 Lobang Stainless Steel

Unit

500,000.00

114

Cermin + Rangka Stainless Steel, t=6mm, uk. 60x105 cm

Unit

1,350,000.00

115

Kran Air T 23 B13 V7N ex. Toto

Unit

150,000.00

116

Kran Air Leher Angsa Lokal

Unit

205,000.00

117

Handrail pipa BSP Ø 2"

m1

118,000.00

118

Pantry Kabinet

m2

350,000.00

119

Horizontal railling pipa BSP Ø 1 1/2"

m1

93,000.00

120

Vertikal railling pipa BSP Ø 1 1/2"

m1

93,000.00

121

Grouting

ttk

60,000.00

122

Raised floor

m2

1,044,000.00

123

Vinil tyle

bh

10,000.00

124

Rubber

m2

15,000.00

125

Pipa Besi dia. 60-80 mm

m1

25,000.00

126

Spandex t : 0,4 mm zincalume

m2

85,000.00

127

Kawat las

kg

12,000.00

128

Glass wool t : 5 cm

roll

398,000.00

129

Glass wool 64 kg/m3

roll

1,421,000.00

130

Alumunium foil single sided

roll

369,000.00

131

Alumunium foil

m2

6,000.00

132

Floor Hardener Type Metalik

Kg

35,000.00

133

Insulasi steroform tebal 4 cm

m2

7,500.00

134

Fitting PVC dia. 50 mm

m1

12,000.00

135

Pipa PVC AW dia. 4"

m1

65,000.00

136

Plat Besi Baja t= 5mm

m1

267,000.00

137

Bensin

Ltr

4,600.00

138

Solar

Ltr

5,100.00

ELEKTRIKAL 1

TL 2 x 36 watt TKI inbow + Mirror Reflector standar

unit

180,000.00

2

TL 1 x 36 watt Balk

unit

285,000.00

3

Battery nicad

unit

739,000.00

4

Down Light PLC 2 x 26 watt

Unit

165,000.00

5

Sakelar tunggal

Unit

10,500.00

6

Inbow doos

Unit

750.00

7

Stop kontak Daya 300 watt

Unit

18,500.00

8

Pipa konduit high impact dia. 20 mm

m'

2,000.00

KET


NO

URAIAN

SATUAN

HARGA SATUAN ( Rp )

9

Tee doos

unit

1,000.00

10

Klem pipa

unit

2,000.00

11

Klem Kabel

bh

600.00

12

Kabel Ties

lot

400.00

13

Kabel NYY , 4 x 6 mm2

m'

22,500.00

14


m'

32,500.00

15


m'

42,500.00

16


m'

75,000.00

17


m'

90,000.00

18

Kabel NYY, 4 x 50 mm2

m'

152,000.00

19


m'

175,500.00

20


m'

215,000.00

21


m'

275,000.00

22


m'

650,000.00

23

Kabel NYY, 3x1x(1x185 mm2)

m'

330,000.00

24

Kabel NYY,1x(1x185 mm2)

m'

110,000.00

25


m'

630,000.00

26


m'

210,000.00

27


m'

435,000.00

28


m'

145,000.00

29

Kabel NYFGBY, 3x1x(1x300 mm2)

m'

700,000.00

30


m'

1,171,000.00

31

Kabel NYFGBY, 2x(1x300 mm2)

m'

390,000.00

32


m'

870,000.00

33


m'

290,000.00

34


m'

420,000.00

35


m'

140,000.00

36

Kabel NYFGBY, 4x25 mm2

m'

65,000.00

37

Tray 600 x 100 mm

m'

332,000.00

38

Jointing ( elbow, tee dan socket )

Lo t

49,000.00

39

Gantungan tray

Lo t

39,000.00

40

Tray 400 x 100 mm

m'

253,000.00

41

Jointing ( elbow, tee dan socket )

Lo t

38,000.00

42

Gantungan tray

Lo t

39,000.00

43

Pilot Lamp + Fuse

set

60,000.00

44

VSS

set

190,000.00

45

Box Panel + Cu.Bar + Wiring Panel Pe Peralatan Mekanikal Pompa Pr Priority Incinerator

lot

7,550,000.00

Panel Penerangan

lot

7,550,000.00

lot

7,550,000.00

- Bangun Bangunan an Incene Incenerat rator or

- Bang Bangun unan an STP STP Panel 1 Peralatan Mekanikal Priority STP ( Booster ) Panel 2 Peralatan Mekanikal Priority STP ( Booster )

lot

7,550,000.00

Panel PeralatanMekanikal Priority STP

lot

6,040,000.00

Panel Peralatan Mekanikal Pompa Priority STP

lot

3,355,560.00

Gearbox Panel Peralatan Mekanikal Pompa Priority

lot

7,550,000.00


lot

7,550,000.00

Panel Peralatan Mekanikal Pompa Priority

lot

3,775,000.00


lot

3,775,000.00

Panel Peralatan Makanikal Pompa Priority STP

lot

3,775,000.00

KET


NO

URAIAN Panel Penerangan

SATUAN

HARGA SATUAN ( Rp )

lot

7,550,000.00

Panel Peralatan Mekanikal Priority Water Treatment Plan

lot

6,040,000.00


lot

7,550,000.00


lot

7,550,000.00

Panel 1 Peralatan Mekanikal Pompa Priority

lot

7,550,000.00


lot

7,550,000.00


lot

7,550,000.00


lot

7,550,000.00


lot

3,650,000.00

Panel Penerangan

lot

7,550,000.00

Panel Peralatan Mekanikal Non Priority Rumah Pompa Banjir

lot

11,325,000.00

Pane Panell Pera Perala lata tan n Meka Mekanik nikal al Pomp Pompa a Non Non Prio Priori rity ty Ruma Rumah h Pomp Pompa a Pe

lot

11,325,000.00

Pane Panell Pera Perala lata tan n Meka Mekanik nikal al Pomp Pompa a Non Non Prio Priori rity ty Ruma Rumah h Pomp Pompa a Pe

lot

11,325,000.00

Panel 8 Penerangan

lot

7,550,000.00

Pane anel Pe Perala ralata tan n Meka Mekani nika kall Pomp ompa Non Non Prio Priori rity ty Rum Rumah Pomp ompa Ai

lot lot

7,55 ,550,000 ,000.0 .00 0

Pane anel Pe Perala ralata tan n Meka Mekani nika kall Pomp ompa Non Non Prio Priori rity ty Rum Rumah Pomp ompa Ai

lot lot

6,30 ,300,000 ,000.0 .00 0

Panel Penerangan

lot

7,550,000.00

- Panel Peralatan Mekanikal

lot

5,350,000.00

- Panel Penerangan

lot

1,257,500.00

- Gearbox Panel Peralatan Mekanikal

lot

5,350,000.00

Panel Pe Peralatan Mekanikal Pompa Pr Priority Incinerator

lot

1,450,000.00

Panel Penerangan

lot

410,000.00

Panel 1 Peralatan Mekanikal Priority STP ( Booster )

lot

9,795,000.00

Panel 2 Peralatan Mekanikal Priority STP ( Booster )

lot

6,795,000.00

Panel PeralatanMekanikal Priority STP

lot

4,700,000.00

Panel Peralatan Mekanikal Pompa Priority STP

lot

1,125,000.00


lot

1,150,000.00


lot

1,150,000.00


lot

1,200,000.00


lot

1,500,000.00

Panel Peralatan Makanikal Pompa Priority STP

lot

1,500,000.00

Panel Penerangan

lot

410,000.00

Panel Peralatan Mekanikal Priority Water Treatment Plan

lot

4,850,000.00


lot

1,200,000.00

- Bang Bangun unan an WTP WTP

- Banguna Bangunan n Pomp Pompa a Banj Banjir ir

- Banguna Bangunan n Pompa Pompa Air Bersih Bersih

46

47

System Pentanahan

Acce ccessor ssorie iess ( Te Termin rmina ation tion,, Lab Labe eling, ing, etc ) - Banguna Bangunan n Incene Incenerat rator or

- Bang Bangun unan an STP STP

- Bang Bangun unan an WTP WTP


lot

1,350,000.00


lot

1,250,000.00


lot

1,450,000.00


lot

1,150,000.00


lot

1,250,000.00


lot

1,050,000.00

Panel Penerangan

lot

410,000.00

- Banguna Bangunan n Pomp Pompa a Banj Banjir ir

KET


NO

URAIAN

SATUAN

HARGA SATUAN ( Rp )

Panel Peralatan Mekanikal Non Priority Rumah Pompa Banjir

lot

10,850,000.00

Pane Panell Pera Perala lata tan n Meka Mekani nika kall Pomp Pompa a Non Non Prior Priorit ity y Ruma Rumah h Pomp Pompa a Pe

lot

8,500,000.00

Pane Panell Pera Perala lata tan n Meka Mekani nika kall Pomp Pompa a Non Non Prior Priorit ity y Ruma Rumah h Pomp Pompa a Pe

lot

10,250,000.00

Panel 8 Penerangan

lot

410,000.00

Panel nel Pe Peral ralatan tan Mekani kanika kall Pom Pompa Non Non Prior riorit ity y Rum Rumah Pomp ompa Ai

lot lot

6,8 6,850,00 ,000.00 .00

Panel nel Pe Peral ralatan tan Mekani kanika kall Pom Pompa Non Non Prior riorit ity y Rum Rumah Pomp ompa Ai

lot lot

4,7 4,750,00 ,000.00 .00

- Bangun Bangunan an Pomp Pompa a Air Air Bersi Bersih h

Panel Penerangan

lot

410,000.00

buah

235,000.00

Volt Meter

set

275,000.00

50

MCCB 20A, 36kA, 4P + Switch Disc. 20 A

set

2,241,000.00

51

MCCB 20A, 36kA, 4P + Switch Disc. 40A

set

2,230,000.00

52


set

2,223,000.00

53


set

3,350,000.00

54


set

2,919,000.00

55


set

3,050,000.00

56

MCCB 125A,50kA, 4P + Switch Disc. 125 A

set

4,800,000.00

57


set

4,950,000.00

58


set

44,250,000.00

59

MCCB 400 A,50kA, 4P + Switch Disc. 400 A

set

12,000,000.00

60


set

3,650,000.00

61


set

3,146,000.00

62


set

3,500,000.00

63


set

3,400,000.00

64


set

2,800,000.00

65


set

2,274,000.00

66


set

21,000,000.00

67


set

2,231,000.00

68


set

45,500,000.00

69


set

45,612,000.00

70


set

40,000,000.00

71


set

12,000,000.00

72

MCB 20A, 6kA, 2P + Switch RCCB 300 mA

set

825,000.00

73


set

1,100,000.00

74


set

850,000.00

75


set

800,000.00

76

MCB 6A, 6kA, 2P + RCCB 300 mA

set

656,000.00

77


set

975,000.00

78


set

950,000.00

79


set

795,000.00

80


set

845,000.00

81

MCCB 100A,50kA, 4P + RCCB 300 A

set

5,400,000.00

82


set

6,950,000.00

83


set

3,600,000.00

84


set

3,450,000.00

85

MCCB 80A,50kA, 4P + RCCB 300 mA

set

5,150,000.00

86

MCCB 125A,50kA, 4P + RCCB 300 mA

set

6,400,000.00

87

MCCB 63A 50 Ka, 4P

set

5,500,000.00

88

MCCB 80A, 50kA, 4P

set

5,650,000.00

89

MCCB 400A, 50kA, 4P + RCCB

set

12,500,000.00

48

Ampere Meter

49

KET


NO

URAIAN

SATUAN

HARGA SATUAN ( Rp )

90


set

4,750,000.00

91


set

6,500,000.00

92


set

3,600,000.00

93


set

5,389,000.00

94

MCB 40A 2P

set

865,000.00

95

MCB 4A

set

65,600.00

TELEPON 1

Juction box telephone Kap. 60 Pairs

Unit

1,064,000.00

2

Path Panel

Bh

1,500,000.00

3

Terminasi

Lot

978,000.00

4

Juction box telephone Kap. 20 Pairs

Unit

850,000.00

5

Path Panel

Bh

550,000.00

6

Terminasi

Lot

250,000.00

7

Kabel Fiber optic 24 core

m'

75,000.00

8

Pipa sparring

m'

7,500.00

9

Kabel Steel K-007, 20 x 2 x 0,8 mm

m'

95,500.00

10

Kabel Steel K-002, 2 x 2 x 0,6 mm

m'

80,000.00

11

Kabel

m'

12,500.00

12


m'

2,000.00

13

Assesoris

lot

1,843,000.00

14

Klem pipa

Bh

1,000.00

15

Outlet Telephone

Bh

80,000.00

16

Inbow doos

Bh

3,000.00

17

Handset Telephone

Bh

350,000.00

18


m'

2,000.00

19

Faceplate Outlet Kit, RJ 45 Outbow

Bh

51,000.00

20

Inbow doos

Bh

3,000.00

21

Modular Jack Cat 6

Bh

90,000.00

22

Patch Panel RJ45 Cat 6, 48 port

Bh

1,850,000.00

23

Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot

Bh

225,000.00

24


Bh

295,000.00

25

Grounding Sistem maksimal 0,5 W

Lot

1,050,000.00

26

Access Swich c/w Ethernet Switch 24 port 1 0/ 0/100 PoE port, 2 p

Lot

27,832,000.00

27

Mem Memilik ilikii ke kemamp ampuan uan QoS QoS Stand tandar artt Dif Diffs fse erv

28

SFP GBIC 1000 Base-LX

Lot

3,119,000.00

29

Wired Management

unit

465,000.00

30

Supply & Install UTP Cat 6, 1 Node

m'

9,000.00

MEKANIKAL 1

Gate Valve dia.20 mm

bh

155,000.00

2

Gate Valve dia.32 mm

bh

162,000.00

3

Pipa PVC Kelas 10 kg/cm2 dia.16 mm

m

3,000.00

4


m

4,000.00

5


m

4,500.00

6

Pipa PVC Kelas 10 kg/cm2 dia. 32 mm

m

5,000.00

7


m

8,500.00

8


m

47,000.00

9


m

65,000.00

10

Pipa Vent PVC Klas C dia. 25 mm

m

3,400.00

11

Socket PVC drat luar dia. 32 mm

bh

44,000.00

KET


NO

URAIAN

SATUAN

HARGA SATUAN ( Rp )

12

Socket PVC drat luar dia. 20 mm

bh

25,000.00

13


Lot

12,000.00

14


Lot

8,000.00

15


Lot

4,000.00

16


Lot

2,500.00

17


Lot

2,000.00

18


Lot

1,500.00

19


Lot

1,000.00

20

Fan Kap.1140 m3/h ( Wall Fan )

Unit

1,980,000.00

21

Fan Kap.360 m3/h ( Wall Fan )

Unit

1,650,000.00

22

Pembuatan manhole

Unit

28,000.00

23

Instalasi kabel NYM 3 x 2,5 mm2

m

13,000.00

24


m

3,000.00

25

Tee doos

bh

3,000.00

26

Klem pipa

bh

2,000.00

27

Seal tape

lot

7,500.00

28

Lem Pipa PVC

bh

1,500.00

1

Pagar BRC T-240 (Galvanized)

panel

450,000.00

2

Tiang Pagar BRC (Galvanized)

bh

425,000.00

3

Pintu Pagar T 285 (Galvanized)

unit

3,250,000.00

4

Kawat Duri

m1

43,600.00

5

Huruf t = 15 cm

bh

150,000.00

JALAN DAN PAGAR

EAST GATE 1

Dadap Merah / Coral Tree

batang

100,000.00

2

Kamboja Kuning

batang

200,000.00

3

Kelapa Sawit

batang

685,000.00

1

Daun Philo

polibag

32,000.00

2

Pangkas Kuning

polibag

6,000.00

Perdu

3

Penutup Tanah

4

Kembang Kancing

polibag

2,000.00

5

Plumbago

polibag

2,750.00

6

Drasena

polibag

31,000.00

7

Lili Brazil

polibag

3,500.00

8

Beringin Putih

polibag

40,000.00

9

Rumput Gajah

m2

10,000.00

10

Simbang Darah

polibag

7,500.00

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

KET

DAFTAR HARGA SATUAN UPAH PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

NO

1

URAIAN

SATUAN

HARGA SATUAN (Rp.)

KET

Pekerja

Hari

47,000.00

2

Tukang

Hari

57,000.00

3

Kepala Tukang

Hari

67,000.00

4

Mandor

Hari

62,000.00

5

Operator

Hari

67,000.00

6

Pembantu Operator

Hari

47,000.00

7

Sopir

Hari

67,000.00

8

Pembantu Sopir

Hari

47,000.00

9

Mekanik

Hari

72,000.00

10

Pembantu Mekanik

Hari

47,000.00

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

DAFTAR HARGA SATUAN ALAT PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

NO

1

URAIAN

Excavator

SATUAN

Jam

HARGA SATUAN (Rp)

KET

341,750.00

2

Wheel Loader

Jam

329,000.00

3

Dump Truck 20 Ton

Jam

175,450.00

4

Motor Grader

Jam

316,750.00

5

Vibrator Roller

Jam

233,600.00

6

Water Tank Truck

Jam

115,875.00

7

Concrete vibrator

jam

43,875.00

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

DASAR ANALISA HARGA SATUAN P ERALATAN PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU BBM YANG BUTUH PER HARI ( 8 JAM KERJA ) Vol. BBM Harga per liter Biaya BBM per Hari (liter) (Rp)

HARGA SEWA NO

JENIS ALAT PER JAM

PER HARI

Ltr. / Jam

UPAH OPERATOR PER HARI

TOTAL BIAYA PER HARI ( 8 JAM )

TOTAL BIAYA PER JAM

1

EXCAVATOR

Rp

200,000.00

Rp

1,600,000.00

25.00

200.00

Rp

5,100.00

Rp

1,020,000.00

Rp

114,000.00

Rp

2,734,000.00

Rp

341,750.00

2

BULLDOZER

Rp

210,000.00

Rp

1,680,000.00

30.00

240.00

Rp

5,100.00

Rp

1,224,000.00

Rp

114,000.00

Rp

3,018,000.00

Rp

377,250.00

3

WHEEL LOADER

Rp

200,000.00

Rp

1,600,000.00

22.50

180.00

Rp

5,100.00

Rp

918,000.00

Rp

114,000.00

Rp

2,632,000.00

Rp

329,000.00

4

MOTOR GRADER

Rp

175,000.00

Rp

1,400,000.00

25.00

200.00

Rp

5,100.00

Rp

1,020,000.00

Rp

114,000.00

Rp

2,534,000.00

Rp

316,750.00

5

VIBRATOR ROLLER

Rp

125,000.00

Rp

1,000,000.00

18.50

148.00

Rp

5,100.00

Rp

754,800.00

Rp

114,000.00

Rp

1,868,800.00

Rp

233,600.00

6

DUMP TRUCK 20 TON

Rp

100,000.00

Rp

800,000.00

12.00

96.00

Rp

5,100.00

Rp

489,600.00

Rp

114,000.00

Rp

1,403,600.00

Rp

175,450.00

7

PNEUMATIC TIRE ROLLER

Rp

140,000.00

Rp

1,120,000.00

16.00

128.00

Rp

5,100.00

Rp

652,800.00

Rp

67,000.00

Rp

1,839,800.00

Rp

229,975.00

8

TANDEM ROLLER

Rp

145,000.00

Rp

1,160,000.00

18.00

144.00

Rp

5,100.00

Rp

734,400.00

Rp

67,000.00

Rp

1,961,400.00

Rp

245,175.00

9

ASPHALT SPRAYER

Rp

125,000.00

Rp

1,000,000.00

3.50

28.00

Rp

5,100.00

Rp

142,800.00

Rp

114,000.00

Rp

1,256,800.00

Rp

157,100.00

10

COMPRESSOR

Rp

85,000.00

Rp

680,000.00

4.00

32.00

Rp

5,100.00

Rp

163,200.00

Rp

67,000.00

Rp

910,200.00

Rp

113,775.00

11

ASPHALT FINISHER

Rp

145,000.00

Rp

1,160,000.00

30.00

240.00

Rp

5,100.00

Rp

1,224,000.00

Rp

67,000.00

Rp

2,451,000.00

Rp

306,375.00

12

WATER TANK TRUCK

Rp

50,000.00

Rp

400,000.00

12.50

100.00

Rp

4,600.00

Rp

460,000.00

Rp

67,000.00

Rp

927,000.00

Rp

115,875.00

13

CONCRETE VIBRATOR

Rp

15,000.00

Rp

120,000.00

5.00

40.00

Rp

4,600.00

Rp

184,000.00

Rp

47,000.00

Rp

351,000.00

Rp

43,875.00

14

GE GENSET

Rp

55,000.00

Rp

440,000.00

8.00

64.00

Rp

4,600.00

Rp

294,400.00

Rp

67,000.00

Rp

801,400.00

Rp

100,175.00

15

A AM MP

Rp

1,590,000.00

Rp

12,720,000.00

55.00

440.00

Rp

5,100.00

Rp

2,244,000.00

Rp

210,000.00

Rp

15,174,000.00

Rp

1,896,750.00

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

JADWAL PELAKSANAAN (240 HARI KALEND ER) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU PT./ CV. NO

I.

PERSIAPAN

I I. I.

BA NG NGUNA N IN INCI NE NER AT AT OR OR

III .

IV.

J AD WA L P EL AK SA NA AN ( 24 0 H AR I K AL EN D E R) BLN. 1

BLN. 2

BLN. 3

BLN. 4

M G-3

M G-4

M G-5

M G-6

M G-7

M G-8

M G-9

M G-10

M G-11

M G-12

M G-13

M G-14

1.274

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.191

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.254

0.254

0.254

0.254

0.010

0.010

0.010

0.010

0.010

0.010

0.092

0.092

0.092

0.300

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.043

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.050

0.050

0.050

0.050

0.050

0.050

0.075

0.075

0.075

2.569

2.569

2.569

2.569

2.569

2.569

2.569

2.569

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.365

0.365

0.365

0.365

0.365

0.365

0.365

0.365

0.365

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

II.1

STRUK TU TUR

1.085

FI NI NI SH SHI NG NG

0.427

EL EK EK TR TRI KA KAL

II.4

M EK EKANIK AL AL

M G-16

M G-17

M G-18

M G-19

BLN. 6

M G- 2

I I. I. 3

M G-15

BLN. 5

M G-1

I I. I. 2

MG-20

M G-21

M G-22

M G-23

BLN. 7 M G-24

M G-25

M G-26

M G-27

KETERANGAN

BLN. 8 M G-28

M G-29

M G-30

0.191

M G-31

0.191

M G-32

0.191

M G-33

0.191

M G-34

0.191

III. III.1 1

STRU STRUKT KTUR UR

21.077

III. III.2 2

FINIS INISHI HIN NG

1.111

III. III.3 3

ELEKT LEKTRI RIKA KAL L

3.514

I II II .4 .4

M EK EK AN ANI KA KAL

0.038

0.025

R E D N E L A K

0.002

STR UK UK TU TU R

4.481

I V. V.2


0.411

IV.3 IV.3


2.052

I V. V.4


0.037

BANGUNA N SUMPIT

VI. VI.

BANG BANGU UNAN POMP OMPA BAN BANJ JIR

V.1

STRUK TUR

0.015

0.015

0.015

0.010

0.015

0.015

0.015

0.015

0.015

0.015

0.015

1.444

1.444

1.444

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.390

0.390

0.390

0.390

0.390

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

5 6 3 0.002

0.500

1.867

VI.1

STRUK TUR

6.027

VI.2

FINISHI NG

0.762

VI.3

ELEK TRIK AL

4.236

0.025

0.025

0.025

0.250

75%

I R A H

BANGUNA N WTP I V. V.1

100%

0.092

BANGUNA N ST STP

V.

VII. VII.

BOBOT (%)

URAIAN PEKERJAAN

0.500

0.500

0.250

0.025

0.025

0.025

0.035

0.035

0.035

1.154

1.154

1.154

1.154

1.154

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.078

0.078

0.078

0.078

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.347

0.347

0.347

0.347

0.250

0.250

(0.096)

(0.096)

(0.096)

(0.096)

N A A R A H I L E M E P A S A M

0.347

50%

25%

BANG BANGUN UNAN AN POMP POMPA A AIR AIR BER BERSI SIH H VII.1

STRUK TUR

6.921

VII.2

FINISHI NG NG

1.776

VII.3

ELEK TR TRIK AL AL

2.517

VII.4

M EK EKANIK AL AL

0.050

VI II II .

PA GA GA R A IR IR SI SI D DE E

IX.

E A ST GA T E

TOTAL BOBOT

0.050

0.050

0.050

0.148

1.150

39.536

1.150

1.150

1.150

1.350

1.350

1.350

0.050

0.050

0.050

0.075

0.075

0.075

0.075

1.264

1.264

1.264

1.264

1.264

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

1.350

1.350

1.500

1.500

1.500

1.650

1.650

1.650

1.850

1.850

2.000

2.000

2.000

1.500

1.500

1.500

1.500

0.607

0.607

0.607

0.607

0.607

0.051

0.051

0.051

0.051

0.051

0.051

0.051

0.051

0.051

0.459

(%)

RENCANA PROGRESS

(%)

RENCANA P ROGRESS K UMULATIF

(%)

100.00

-

0.020

0.048

0.098

0.123

0.148

1.380

1.414

1.658

1.683

2.014

2.014

4.403

4.549

6.382

6.588

7.043

5.600

5.750

5.760

4.349

4.158

5.206

4.990

4.988

4.349

3.900

2.746

2.377

2.151

1.099

0.753

0.753

0.753

0.753

0.020

0.068

0.167

0.290

0.438

1.818

3.232

4.890

6.572

8.587

10.601

15.004

19.553

25.935

32.523

39.566

45.166

50.916

56.676

61.024

65.182

70.388

75.378

80.366

84.715

88.615

91.360

93.738

95.889

96.987

97.741

98.494

99.247

100.000

0%

JADWAL PELAKSANAAN (240 HARI KALEND ER) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU PT./ CV. NO

I.

PERSIAPAN

I I. I.

BA NG NGUNA N IN INCI NE NER AT AT OR OR

III .

IV.

V.

VII. VII.

J AD WA L P EL AK SA NA AN ( 24 0 H AR I K AL EN D E R) BLN. 1

BLN. 2

BLN. 3

BLN. 4

M G-1

M G- 2

M G-3

M G-4

M G-5

M G-6

M G-7

M G-8

M G-9

M G-10

M G-11

M G-12

M G-13

M G-14

1.274

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.191

0.010

0.010

0.092

M G-15

BLN. 5

M G-16

M G-17

M G-18

M G-19

BLN. 6

MG-20

M G-21

M G-22

M G-23

BLN. 7 M G-24

M G-25

M G-26

M G-27

II.1

STRUK TU TUR

1.085

0.010

0.010

0.010

0.010

0.010

0.254

0.254

0.254

0.254


0.427

0.010

0.010

0.010

0.010

0.010

0.010

0.092

0.092

0.092

I I. I. 3


0.300

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

II.4

M EK EKANIK AL AL

0.043

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.050

0.050

0.050

0.050

0.050

0.050

0.075

0.075

0.075

2.569

2.569

2.569

2.569

2.569

2.569

2.569

2.569

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.365

0.365

0.365

0.365

0.365

0.365

0.365

0.365

0.365

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.015

0.015

0.015

0.015

0.015

0.015

0.015

0.015

1.444

1.444

1.444

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.010

0.390

0.390

0.390

0.390

0.390

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

KETERANGAN

BLN. 8 M G-28

M G-29

M G-30

0.191

I I. I. 2

M G-31

0.191

M G-32

0.191

M G-33

0.191

M G-34

0.191

III. III.1 1

STRU STRUKT KTUR UR

III. III.2 2

FINIS INISHI HIN NG

1.111

III. III.3 3


3.514

I II II .4 .4


0.038

21.077

0.025

0.002

STR UK UK TU TU R

4.481

I V. V.2


0.411

IV.3 IV.3


2.052

I V. V.4


0.037

0.015

0.015

0.010

5 6 3 0.002

BANGUNA N SUMPIT STRUK TUR

0.500

1.867

0.500

0.500

0.250

0.250

0.250

(0.096)

(0.096)

(0.096)

(0.096)

BANG BANGU UNAN POMP OMPA BAN BANJ JIR VI.1

STRUK TUR

6.027

VI.2

FINISHI NG

0.762

VI.3

ELEK TRIK AL

0.025

0.025

0.025

0.250

4.236

75%

I R A H

BANGUNA N WTP I V. V.1

100%

R E D N E L A K

BANGUNA N ST STP

V.1

VI. VI.

BOBOT (%)

URAIAN PEKERJAAN

0.025

0.025

0.025

0.035

0.035

0.035

1.154

1.154

1.154

1.154

1.154

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.078

0.078

0.078

0.078

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.347

0.347

0.347

0.347


0.347

50%

25%

BANG BANGUN UNAN AN POMP POMPA A AIR AIR BER BERSI SIH H VII.1

STRUK TUR

6.921

VII.2

FINISHI NG NG

1.776

VII.3

ELEK TR TRIK AL AL

VII.4

M EK EKANIK AL AL

VI II II .

PA GA GA R A IR IR SI SI D DE E

IX.

E A ST GA T E

0.050

0.050

0.050

0.148

2.517 0.050

1.150

39.536

1.150

1.150

1.150

1.350

1.350

1.350

0.050

0.050

0.050

0.075

0.075

0.075

0.075

1.264

1.264

1.264

1.264

1.264

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

1.350

1.350

1.500

1.500

1.500

1.650

1.650

1.650

1.850

1.850

2.000

2.000

2.000

1.500

1.500

1.500

1.500

0.607

0.607

0.607

0.607

0.607

0.051

0.051

0.051

0.051

0.051

0.051

0.051

0.051

0.051

0.459

TOTAL BOBOT

(%)

RENCANA PROGRESS

(%)

RENCANA P ROGRESS K UMULATIF

(%)

0%

100.00

-

0.020

0.048

0.098

0.123

0.148

1.380

1.414

1.658

1.683

2.014

2.014

4.403

4.549

6.382

6.588

7.043

5.600

5.750

5.760

4.349

4.158

5.206

4.990

4.988

4.349

3.900

2.746

2.377

2.151

1.099

0.753

0.753

0.753

0.753

0.020

0.068

0.167

0.290

0.438

1.818

3.232

4.890

6.572

8.587

10.601

15.004

19.553

25.935

32.523

39.566

45.166

50.916

56.676

61.024

65.182

70.388

75.378

80.366

84.715

88.615

91.360

93.738

95.889

96.987

97.741

98.494

99.247

100.000

Medan,……………..

Dibuat oleh, PT./ CV.

………………………….

Jabatan

J AD WA L P EL AK SAN AAN ( 24 0 H ARI K AL EN D E R) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU PT./ CV.

NO

I.

PERSI A PA N

I I. I.

BA NG NGUNA N I NC NC IN INER AT AT OR OR

II I.

IV.

V.

II.1

STRU KT KTUR

I I. I.2


I I. I.3


I I. I.4

M EK EKANI KA KAL

VII. VII.

J AD WA L P EL AK SA NA AN ( 24 0 H AR I K AL END E R) BLN. 1

BLN. 2

BLN. 3

BLN. 4

MG-3

MG-4

MG-5

MG-6

M G-7

M G-8

MG-9

M G-10

M G-11

MG-12

MG-13

MG-14

1.274

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

1.085

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.043

0.043

0.043

0.043

0.043

0.043

0.043

0.043

0.043

0.043

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.500

0.500

0.500

0.500

0.850

0.850

0.850

0.850

1.960

1.960

1.960

1.960

1.960

1.960

1.960

1.960

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.300 0.043

MG-16

MG-17

M G-18

M G-19

BLN. 6

MG-2

0.427

MG-15

BLN. 5

MG-1

M G-20

M G-21

M G-22

M G-23

BLN. 7

M G-24

M G-25

M G-26

MG-27

KETERANGAN

BLN. 8

MG-28

MG-29

M G-30

M G-31

M G-32

M G-33

M G-34

0.067

0.067

0.067

0.067

0.067

I II II .1 .1

ST RU RU KT KT UR UR

III. III.2 2

FINIS INISHI HIN NG

III. III.3 3


III. III.4 4

MEKA MEKAN NIKAL IKAL

21.077 1.111

0.195

3.514 0.038

0.002


IV.2 IV.2

FINIS INISHI HIN NG

IV.3 IV.3


2.052

IV.4 IV.4


0.037

0.345

4.481

0.345

0.411 0.137

5 6 3 0.002

BA NGUNA N SU SUMPIT S T RU K T U R

0.187

1.867

0.187

0.187

0.187

0.187

0.187

0.187

0.187

0.187

0.187

BANGU ANGUNA NAN N POM POMPA BANJ BANJIR IR VI .1

STRU KTUR

VI .2

FINI SHING

VI .3

ELEKTRI KAL

0.430

6.027

0.430

0.430

0.762 0.250

4.236

75%

I R A H

BA NGUNA N WTP I V. V.1

100%

R E D N E L A K

BA NGUNA N STP

V.1

VI. VI.

BOBOT (%)

URA I A N PEKERJA A N

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.078

0.078

0.078

0.078

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.347

0.347

0.347

0.347


0.347

50%

25%

BANG BANGUN UNAN AN POMP POMPA A AIR AIR BERS BERSIH IH VI I.1

S T RU K T U R

VI I. I.2

FINI SH SHING

VI I. I.3

ELEKTRI KA KAL

VI I. I.4

MEKANIKAL

VI II II .

PA GA GA R A IR IR SI DE DE

IX.

EA ST GA TE

0.050

6.921

0.050

0.050

1.776 0.148

2.517 0.050

1.363

39.536

1.363

1.363

1.363

1.363

1.363

1.363

0.050

0.050

0.050

0.075

0.075

0.075

0.075

1.264

1.264

1.264

1.264

1.264

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

1.500

1.500

1.500

1.500

1.500

1.750

1.750

1.750

1.750

1.750

1.750

2.100

2.100

2.100

2.100

0.513

0.513

0.513

0.513

0.513

0.513

0.513

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

4.247

4.052

4.399

3.447

3.447

3.017

1.311

1.085

0.802

0.802

0.802

0.802

0.802

0.459

TOTAL BOBOT

(%)

RENCANA PROGRESS

(%)

0%

100.00 0.166

0.194

0.694

1.081

1.277

2.848

3.232

3.232

3.232

3.282

4.392

4.441

5.130

5.062

5.242

5.317

4.972

5.222

3.263

4.420

4.283

SERAH TERIMA

J AD WA L P EL AK SAN AAN ( 24 0 H ARI K AL EN D E R) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU PT./ CV.

NO

I.

PERSI A PA N

I I. I.

BA NG NGUNA N I NC NC IN INER AT AT OR OR

II I.

IV.

V.

II.1

STRU KT KTUR

I I. I.2


I I. I.3


I I. I.4

M EK EKANI KA KAL

VII. VII.

J AD WA L P EL AK SA NA AN ( 24 0 H AR I K AL END E R) BLN. 1

BLN. 2

BLN. 3

BLN. 4

MG-3

MG-4

MG-5

MG-6

M G-7

M G-8

MG-9

M G-10

M G-11

MG-12

MG-13

MG-14

1.274

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

0.067

1.085

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.099

0.043

0.043

0.043

0.043

0.043

0.043

0.043

0.043

0.043

0.043

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.025

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.500

0.500

0.500

0.500

0.850

0.850

0.850

0.850

1.960

1.960

1.960

1.960

1.960

1.960

1.960

1.960

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.069

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.195

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.345

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.032

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.137

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.002

0.300 0.043

MG-16

MG-17

M G-18

M G-19

BLN. 6

MG-2

0.427

MG-15

BLN. 5

MG-1

M G-20

M G-21

M G-22

M G-23

BLN. 7

M G-24

M G-25

M G-26

MG-27

KETERANGAN

BLN. 8

MG-28

MG-29

M G-30

M G-31

M G-32

M G-33

M G-34

0.067

0.067

0.067

0.067

0.067

I II II .1 .1


III. III.2 2

FINIS INISHI HIN NG

III. III.3 3


III. III.4 4


21.077 1.111

0.195

3.514 0.038

0.002


IV.2 IV.2

FINIS INISHI HIN NG

IV.3 IV.3


2.052

IV.4 IV.4


0.037

0.345

4.481

0.345

0.411 0.137

5 6 3 0.002

BA NGUNA N SU SUMPIT S T RU K T U R

0.187

1.867

0.187

0.187

0.187

0.187

0.187

0.187

0.187

0.187

0.187

BANGU ANGUNA NAN N POM POMPA BANJ BANJIR IR VI .1

STRU KTUR

VI .2

FINI SHING

VI .3

ELEKTRI KAL

0.430

6.027

0.430

0.430

0.762 0.250

4.236

75%

I R A H

BA NGUNA N WTP I V. V.1

100%

R E D N E L A K

BA NGUNA N STP

V.1

VI. VI.

BOBOT (%)

URA I A N PEKERJA A N

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.430

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.078

0.078

0.078

0.078

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.250

0.347

0.347

0.347

0.347


0.347

50%

25%

BANG BANGUN UNAN AN POMP POMPA A AIR AIR BERS BERSIH IH VI I.1

S T RU K T U R

VI I. I.2

FINI SH SHING

VI I. I.3

ELEKTRI KA KAL

VI I. I.4

MEKANIKAL

VI II II .

PA GA GA R A IR IR SI DE DE

IX.

EA ST GA TE

0.050

6.921

0.050

0.050

1.776 0.148

2.517 0.050

1.363

39.536

1.363

1.363

1.363

1.363

1.363

1.363

0.050

0.050

0.050

0.075

0.075

0.075

0.075

1.264

1.264

1.264

1.264

1.264

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.118

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.148

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

0.003

1.500

1.500

1.500

1.500

1.500

1.750

1.750

1.750

1.750

1.750

1.750

2.100

2.100

2.100

2.100

0.513

0.513

0.513

0.513

0.513

0.513

0.513

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.459

TOTAL BOBOT

(%)

RENCANA PROGRESS

(%)

RENCANA PROGRESS K UMULATIF

(%)

100.00

-

0.166

0.194

0.694

1.081

1.277

2.848

3.232

3.232

3.232

3.282

4.392

4.441

5.130

5.062

5.242

5.317

4.972

5.222

3.263

4.420

4.283

4.247

4.052

4.399

3.447

3.447

3.017

1.311

1.085

0.802

0.802

0.802

0.802

0.802

0.166

0.360

1.054

2.135

3.411

6.260

9.492

12.724

15.957

19.239

23.631

28.072

33.202

38.264

43.506

48.823

53.795

59.017

62.279

66.700

70.983

75.230

79.281

83.681

87.128

90.575

93.591

94.903

95.988

96.791

97.593

98.395

99.198

100.000

Medan,……………..


………………………….

Jabatan

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU GRAND REKAPITULASI - PAKET 6B NO

URAIAN PEKERJAAN

I.

PERSIAPAN

II.

BANGUNAN INCINERATOR II.1 II.1 STRU STRUKT KTUR UR II.2 FINISHING II.3 ELEKTRIKAL II.4 MEKANIKAL SUB TOTAL - II BANGUNAN STP III. III.1 1 STRU STRUKT KTUR UR III.2 FINISHING III.3 ELEKTRIKAL III.4 MEKANIKAL SUB TOTAL III BANGUNAN WTP IV.1 IV.1 STRU STRUKT KTUR UR IV.2 FINISHING IV.3 ELEKTRIKAL

III.

IV.

0%

SUB TOTAL ( Rp ) 385,250,000.00

ESTIMASI BIAYA ( Rp ) 385,250,000.00

328, 328,11 119, 9,92 921. 1.54 54 129,225,354.80 90,877,179.99 12,928,923.00

561,151,379.33 6,375,5 6,375 ,519 19,5 ,521 21.2 .27 7 336,090,844.60 1,062,937,943.00 11,407,298.73

7,785,955,607.60 1,35 1, 355, 5,30 308, 8,05 056. 6.15 15 124,258,852.60 620,639,268.00

SERAH TERIMA PEKERJAAN

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU GRAND REKAPITULASI - PAKET 6B NO

URAIAN PEKERJAAN

I.

PERSIAPAN

II.

BANGUNAN INCINERATOR II.1 II.1 STRU STRUKT KTUR UR II.2 FINISHING II.3 ELEKTRIKAL II.4 MEKANIKAL SUB TOTAL - II BANGUNAN STP III. III.1 1 STRU STRUKT KTUR UR III.2 FINISHING III.3 ELEKTRIKAL III.4 MEKANIKAL SUB TOTAL III BANGUNAN WTP IV.1 IV.1 STRU STRUKT KTUR UR IV.2 FINISHING IV.3 ELEKTRIKAL IV.4 MEKANIKAL SUB TOTAL IV BANGUNAN SUMPIT V.1 STRUKTUR SUB TOTAL V BANGUNAN PO POMPA BA BANJIR VI.1 STRUKTUR VI.2 FINISHING VI.3 ELEKTRIKAL SUB TOTAL VI BANGUNAN POMPA AIR BE RS RSIH VII.1 STRUKTUR VII.2 FINISHING VII.3 ELEKTRIKAL VII.4 MEKANIKAL SUB TOTAL VII PAGAR AIR SIDE EAST GATE

III.

IV.

V.

VI.

VII.

VIII. IX.

SUB TOTAL ( Rp )

ESTIMASI BIAYA ( Rp ) 385,250,000.00

385,250,000.00

328, 328,11 119, 9,92 921. 1.54 54 129,225,354.80 90,877,179.99 12,928,923.00

561,151,379.33 6,375,5 6,375 ,519 19,5 ,521 21.2 .27 7 336,090,844.60 1,062,937,943.00 11,407,298.73

7,785,955,607.60 1,35 1, 355, 5,30 308, 8,05 056. 6.15 15 124,258,852.60 620,639,268.00 11,234,322.00

2,111,440,498.75 564,858,804.75

564,858,804.75 1,823,039,856.32 230,445,934.96 1,281,307,210.00

3,334,793,001.28 2,093,644,621.49 537,232,857.58 761,401,287.00 15,118,205.00

3,407,396,971.07 11,959,190,395.13 138,790,340.68

11,959,190,395.13 138,790,340.68

TOTAL I S/D IX PPN - 10 % TOTAL DIBULATKAN Terbilang Terbilang :

30,248,826,998.59 3,024,882,699.86 33,273,709,698.44 33,273,709,000.00

# Tiga puluh puluh tiga milyar milyar dua ratus tujuh tujuh puluh tiga tiga juta tujuh tujuh ratus ratus sembilan sembilan ribu rupiah rupiah #

Medan,……………..


………………………….

Jabatan

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU I. PEKERJAAN PERSIAPAN No.

Uraian Pekerjaan

1

Mobilisasi & Demobilisasi alat berat

2

Sewa Kantor Kontraktor , 100 M2

3

Satuan

ls m2

Pengukuran Lapangan Sebelum , Selama dan

ls

Volume

1.00

Harga Satuan

Jumlah Harga

(Rp)

(Rp )

108,000,000.00

108,000,000.00

100.00

1,200,000.00

120,000,000.00

1.00

6,000,000.00

6,000,000.00

Sesudah Pelaksanaan 4

Sewa Barak kerja, 75 M2

m2

75.00

850,000.00

63,750,000.00

5

Utilitas ( Listrik / Telp & air kerja )

Bln

8.00

4,500,000.00

36,000,000.00

6

Jalan Kerja

m'

500.00

30,000.00

15,000,000.00

7

Gambar Shop Drawing & Asbuilt Drawing

ls

1.00

5,500,000.00

5,500,000.00

8

Asuransi

ls

1.00

31,000,000.00

31,000,000.00

TOTAL

385,250,000.00

118,895,000.00

90.84% OK!

1,257,000.00

95.47% OK!

6,914,000.00

86.78% OK!

942,000.00

90.23% OK!

4,964,050.00

90.65% OK!

33,000.00

90.91% OK!

5,000,000.00

110.00% OK!

31,437,000.00

98.61% OK!

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU II.1 II.1

STRU STRUKT KTUR UR BANG BANGUN UNAN AN INCI INCIN NERAT ERATOR OR

No.

Uraian Pekerjaan

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

A 1

Galian Tanah Pondasi

PEKERJAAN TA TANAH m3

57.80

31,881.00

2

Timbunan Galian Pondasi

m3

18.50

8,122.00

150,257.00

3

Timbunan peninggian tanah (70 cm)

m3

177.60

48,005.00

8,525,688.00

4

Urugan Pasir bawah lantai (10 cm )

m3

12.60

102,256.00

1,288,425.60

5

Urugan pasir pondasi ( t = 10 cm )

m3

2.89

102,256.00

295,519.84

6

Urugan pasir rabat / selasar ( t = 10 cm )

m3

9.67

102,256.00

988,815.52

Harga Total B

1,842,721.80

13,091,427.76

4

PEKERJAAN BE BETON Pondasi / Slope Pondasi Telapak 1.6 x 1.6 ( K-350 ) Besi Beton D13 ( K-350 ) Slope 15 x 20 cm ( K-350 ) Besi Beton D8

5

Tie Beam 20 x 35 cm - TB1 ( K-350 )

m3

4.20

924,281.00

3,881,980.20

6

Besi Beton D8 ; D16

kg

717.81

16,483.00

11,831,662.23

7

Pondasi Batu Kali

m3

30.51

285,534.00

8,711,642.34

1 2 3

m3

7.85

924,281.00

7,255,605.85

kg

1,084.72

16,483.00

17,879,439.76

m3

3.39

924,281.00

3,133,312.59

kg

374.33

16,483.00

6,170,081.39

1

Kolom Kolom Struktur 30 x 30 cm ( K-350 ) Besi Beton D8 ; D16 Balok Balok B1 25 x 40 cm ( K-350 )

m3

2

Besi Beton D8 ; D16

kg

1

Lantai Dasar ( t = 12 cm ) ( K-350 )

m3

2

Besi Beton D8

kg

3

Pelat Atap ( t = 12 cm ) ( K-350 )

m3

4

Besi Beton D10

5

1

m3

4.95

924,281.00

4,575,190.95

kg

1,223.33

16,483.00

20,164,148.39

8.04

924,281.00

7,431,219.24

1,052.68

16,483.00

17,351,324.44

21.31

924,281.00

19,696,428.11

2,241.27

16,483.00

36,942,853.41

24.71

924,281.00

22,838,983.51

kg

3,045.31

16,483.00

50,195,844.73

Listplank Beton ( K-350 )

m3

7.19

924,281.00

6,645,580.39

6

Besi Beton D10

kg

902.75

16,483.00

14,880,028.25

7

Lantai Kerja ( K-125 )

m3

88.80

624,360.00

55,443,168.00

2

Pelat

Harga Total TOTAL HARGA II.1

315,028,493.78 328,119,921.54

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU II.2.

FINISHING BANGUNAN INCINERATOR

No.

Uraian Pekerjaan

A. A.1 A.1

Satuan

Harga Sa Satuan

Jumlah Ha Harga

(Rp)

(Rp)

PEKE PEKERJ RJAA AAN N LANT LANTAI AI DASA DASAR R PEKE PEKERJ RJAA AAN N LANT LANTAI AI 2

1

Pekerj Pekerjaan aan Lantai Lantai Kerami Keramik k heav heavy y duty duty uk. 30 x 30 30

m

2

Pekerj Pekerjaan aan Lantai Lantai Kerami Keramik k heav heavy y duty duty uk. 20 x 20 20

m

3

Volume

2

Pekerj Pekerjaan aan Water Waterpro proofi ofing ng termas termasuk uk Scree Screed d Pelind Pelindun ung g (1:3) (1:3) tebal tebal 3 cm

2

m

2

19.60

100,845.00

1,976,562.00

5.40

103,067.00

556,561.80

25.00

74,973.00

1,874,325.00

4

Peke Pekerj rjaa aan n Flo Floor or Har Harde dene nerr Col Color or

m

154.00

110,921.00

17,081,834.00

5

Plint Keramik 10 x 40 cm

m'

30.00

16,912.00

507,360.00

Total Harga A.2 A.2

21,996,642.80

PEKE PEKERJ RJAA AAN N DIND DINDIN ING G 2

1

Pasa Pasang ngan an Dind Dindin ing g Bata Bata 1 : 4

m

2

Pasa Pasang ngan an Dind Dindin ing g Bat Bata a 1 : 2 ( Tran Transr sraa aam m)

m

2 2

105.00

80,525.00

8,455,125.00

52.50

89,072.00

4,676,280.00

30.00

103,067.00

3,092,010.00

Pasang Pasangan an dindin dinding g keram keramik ik 20 20 x 20 cm heavy heavy duty duty

m

4

Peke Pekerj rjaa aan n Ple Plest ster eran an + Aci Aci 1 : 2

m

210.00

36,318.00

7,626,780.00

5

Peke Pekerj rjaa aan n Ples Pleste tera ran n + Aci Aci 1 : 4

m

315.00

31,876.00

10,040,940.00

6

Pekerjaan Kolom Praktis ( Beton K-225 )

m'

35.00

80,069.00

2,802,415.00

7

Pekerjaan Balok Lintoll dan Sill ( Beton K-225 )

m'

34.00

80,069.00

2,722,346.00

8

Fini Finish shin ing g Cat Cat Inte Interi rior or ( 2 lapi lapiss )

m

150.00

25,765.00

3,864,750.00

9

Fini Finish shin ing g Cat Cat Ekst Ekster erio iorr ( 2 lap lapis is )

m

60.00

24,335.00

1,460,100.00

3

2 2

2 2

Total Harga A.3 1 2 3 4 5

44,740,746.00

PEKERJA PEKERJAAN AN KUSEN KUSEN ALUM ALUMUNI UNIUM UM , PINTU PINTU DAN DAN JENDEL JENDELA A Kusen, Daun Pintu Jendela type AD 5

Unit

1.00

5,973,916.00

5,973,916.00

Kusen, Daun Pintu Jendela type AD 7

Unit

1.00

1,940,083.00

1,940,083.00

Kusen, Daun Jendela type AW 3

Unit

1.00

3,138,316.00

3,138,316.00


Unit

1.00

930,671.00

930,671.00


Unit

4.00

349,922.00

1,399,688.00

Total Harga A.4 A.4 1

13,382,674.00

PEKE PEKERJ RJAA AAN N PLAF PLAFON OND D 2

m

Peke Pekerj rjaa aan n Dak Dak Beto Beton n dica dicatt

192.00

46,283.00

Total Harga A.5 A.5 1 2 3 4 5 6 7 8 9 10 11

8,886,336.00

8,886,336.00

PEKER PEKERJA JAAN AN TOI TOILET LET DAN DAN PANT PANTRY RY Kran Air T 23 B 13 V7N ex Toto

Unit

1.00

150,000.00

150,000.00

Kran Air Leher Angsa Lokal

Unit

1.00

205,000.00

205,000.00

Bak Cuci Piring 1 lobang stainles steel komplit

Unit

1.00

500,000.00

500,000.00

Kloset duduk CW 660 J / SW 660 J ex.Toto + Accessories

Unit

1.00

1,745,125.00

1,745,125.00


Unit

1.00

159,000.00

159,000.00

Floor Drain TX1 AV1 ex. Toto

Unit

1.00

100,000.00

100,000.00

Paper holder TX 703 AESV1 ex. Toto

Unit

1.00

90,000.00

90,000.00

Tempat sampah ( waste receptacles )

Unit

2.00

300,000.00

600,000.00 75,000.00

Penggantung ( Hook ) TS 118 WS ex. Toto

Unit

1.00

75,000.00

Soap Holder s6nex. Toto

Unit

1.00

65,000.00

65,000.00

Unit cermin Berangka Stainless Steel, t = 6mm, uk u k. 60 x 105 cm

Unit

1.00

1,350,000.00

1,350,000.00

1.00

12

Meja Meja Beton Beton + Fini Finishi shing ng (we (westa stafel fel & pan pantry try))

B

PEKE PEKER RJAAN JAAN ATAP ATAP / DAK DAK BETON ETON

1

Peke Pekerj rjaa aan n lapi lapisa san n wate waterp rpro roofi ofing ng

2

m

824,834.00

Total Harga

824,834.00

5,863,959.00 2

m

2

192.00

16,883.00

3,241,536.00

2

Pekerjaan Pekerjaan Screed Screed Lantai Lantai ( 1 : 3 ) + wireme wiremesh sh + insulasi insulasi total tebal tebal 100mm 100mm

m

192.00

90,735.00

17,421,120.00

3

Pekerjaan Listplank beton

m'

80.00

34,915.00

2,793,200.00

4


Unit

10.00

200,000.00

2,000,000.00

5

Pekerjaan Talang air pipa PVC AW dia. 4"

m'

67.00

132,823.00

8,899,141.00

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU II.2. No .

FINISHING BANGUNAN INCINERATOR Uraian Pekerjaan

Satuan

Total Harga TOTAL HARGA II.2. II.2.

Volume

Harga Sa Satuan

Jumlah Ha Harga

(Rp)

(Rp) 34,354,997.00 129,225,354.80

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU II.3. ELEKTRIKAL BANGUNAN INCINERATOR No.

I 1

Uraian Pekerjaan

Satuan

Volume

meter

Harga Sa Satuan

Jumlah Ha Harga

(Rp)

(Rp)

PANEL Panel Panel Peralat Peralatan an Mekanik Mekanikal al Pompa Pompa Priorit Priority y Incine Incinerat rator or Komplite Busbar, Grounding, A, V, Freq, Pilot Lamp. 1).Incoming a. Kabel NYY, 4 x 50 mm2 b. MCCB 80A, 50kA, 4P + Switch Disc. 80 A

40.00

174,536.00

6,981,440.00

set

1.00

3,146,000.00

3,146,000.00 6,669,000.00

2).Outgoing a. MCCB 25A, 36kA, 4P + Switch Disc. 40 A

set

3.00

2,223,000.00

3). Pilot Lamp + Fuse

set

3.00

60,000.00

4). VSS

set

1.00

190,000.00

190,000.00

5). Box Panel + Cu.Bar + Wiring

lot

1.00

7,550,000.00

7,550,000.00

6). System Pentanahan

lot

1.00

5,350,000.00

5,350,000.00

7). Accessories ( Termination, Labeling, Etc )

lot

1.00

1,450,000.00

Sub Total 2

Panel Penerang an an 1).Incoming a. MCB 40A 2P b. NYY 4x10 mm2 2).Outgoing a. MCB 4A 3). Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, Etc )

bh

1.00

865,000.00

865,000.00

m

20.00

47,652.00

953,040.00

bh set set lot lot lot

65,600.00 60,000.00 190,000.00 7,550,000.00 1,257,500.00 410,000.00

328,000.00 180,000.00 190,000.00 7,550,000.00 1,257,500.00 410,000.00

5.00 3.00 1.00 1.00 1.00 1.00

11,733,540.00

bh

6.00

219,291.00

1,315,746.00

Down Light PLC 2x26 watt

bh

8.00

202,791.00

1,622,328.00

Stop Kontak Daya 300 watt

bh

2.00

31,730.00

63,460.00

Sakelar Tunggal Titik Instalasi Cahaya + Upah Titik Instalasi Stop Kontak + Upah

bh ttk ttk

4.00 14.00 2.00

22,930.00 313,903.00 479,139.00

91,720.00 4,394,642.00 958,278.00

Sub Total II

TELEPON Telepon Lantai Dasar - Inst Instal alas asii Tele Teleph phon one e - Wiring dari dari JB.TL -TX ke JB.TL-IC dengan Jelly Filled Filled - Armoured Cable ( STEL K-007 ) 10X2X0.8 mm.sq dalam pipa HDPE - Accessories - Grounding Sistem maksimal 0.5 W - Armat Armatur ure e Tele Teleph phon one e - Outlet Telephone - Handset Telephone - Supply Supply & Insta Install ll UTP UTP Cat Cat 6, 1 Node Node - UTP Cat 6 - 4 pairs - Faceplate Outlet Kit, R J 45 Outbow, 1 Por t compl et ete European White - Modular Jack Cat 6 - Patch Panel RJ45 Cat 6, 48 port - Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot - Cat 6 Cable Assy, Patch Cord, 7 Feet, complete with boot - Wired Management

8,446,174.00

m

232.80

140,167.00

lot

1.00

163,154.39

163,154.39

lot

1.00

1,050,000.00

1,050,000.00

bh

1.00

101,855.00

101,855.00

bh

1.00

390,479.00

390,479.00

18,198.00 69,955.00 102,507.00 2,180,044.00 252,107.00 329,107.00 465,000.00

545,940.00 69,955.00 102,507.00 2,180,044.00 252,107.00 329,107.00 465,000.00

m unit unit unit unit unit unit

30.00 1.00 1.00 1.00 1.00 1.00 1.00

Sub Total II

1,450,000.00

31,516,440.00

Sub Total Amature Lampu TL 2 x 36 watt TKI inbow + Mirror reflector standar

180,000.00

32,630,877.60

38,281,025.99

TEST TESTIN ING G COM COMMI MISS SSIO IONI NING NG - ELEKTRIKAL

lot

1.00

750,000.00

- TELEPON

lot

1.00

150,000.00

Sub Total TOTAL HARGA II.3.

750,000.00 150,000.00

900,000.00 90,877,179.99

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU II.4.

MEKANIKAL BANGUNAN INCINERATOR

No. I 1

Uraian Pekerjaan

Satuan

II

Harga rga Satu Satua an

Jum Jumlah Harga arga

(Rp)

(Rp)

SISTEM PLAMBING Air be bersih Toilet Gate Valve dia.20 mm Pipa PVC kelas 10 kg/cm2 dia.50 mm Pipa PVC kelas 10 kg/cm2 dia.20 mm Pipa PVC kelas 10 kg/cm2 dia.16 mm Testing & Commissioning -

2

Volume

Air -

bekas Toilet Pipa PVC kelas 10 kg/cm2 dia.100 mm Pipa PVC kelas 10 kg/cm2 dia.80 mm Pipa PVC kelas 10 kg/cm2 dia.50 mm Pipa Vent PVC Kelas C dia. 25 mm Testing & Commissioning

SISTEM VENTILASI Wall Fan Kap. 360 m3/h (ruang toilet) Testing Comisioning

bh

m

75.00

23,396.00

1,754,700.00

m

22.00

8,922.00

196,284.00

m

16.00

5,893.00

94,288.00

ls

1.00

51,000.00

51,000.00

m

81.00

94,346.00

7,642,026.00

m

6.00

70,146.00

420,876.00

m

8.00

23,396.00

187,168.00

m

9.00

9,775.00

87,975.00

ls

1.00

200,000.00

200,000.00

bh

1.00

1,922,867.00

1,922,867.00

ls

1.00

100,000.00

100,000.00

TOTAL TOTAL HARGA HARGA II.4.

1.00

271,739.00

271,739.00

12,928,923.00

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU III.1.

STRUKTUR BANGUNAN STP ( Extended Aeration )

No.

Uraian Pekerjaan

Satuan

A

PEKERJAAN TANAH

1

Galian Tanah

m

2

Tim Timbuna bunan n ga galia lian kem kemb bali

m

3

Urug Urugan an pasir pasir bawa bawah h lan lanta taii ( 10 cm )

m

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

3

10,353.22

43,008.00

445,271,285.76

3

734.25

8,122.00

5,963,578.50

3

178.50

102,256.00

18,252,696.00

HARGA TOTAL

32,160.00

133.73% Ga Masuk Harganya Coy…?#

8,630.00

94.11% OK!

94,160.00

108.60% OK!

109.58% OK!

469,487,560.26

B

PEKERJAAN BETON

1

Dind Dindin ing g 1, 1, t = 35 35 cm cm ( K-3 K-350 )

m

426.88

924,281.00

394,557,073.28

843,440.00

2

Besi Beton D12

kg

15,030.60

16,483.00

247,749,379.80

19,160.00

86.03% OK!

3

Dinding 1, t = 25 cm ( K-350 )

m3

1,214.02

924,281.00

1,122,095,619.62

843,440.00

109.58% OK!

4

Besi Beton D12

kg

59,846.80

16,483.00

986,454,804.40

19,160.00

86.03% OK! 109.58% OK!

Dinding Beton 3

Kolom 1

Kolom Kolom Prakti Praktiss 15 15 x 15 15 cm ( Blow Blower er Room ) ( K-3 K-350 50 )

m

3

1.28

924,281.00

1,183,079.68

843,440.00

2

Besi Beton D10

kg

201.19

16,483.00

3,316,214.77

19,160.00

86.03% OK!

3

Kolom Kolom Prakti Praktiss 15 15 x 15 cm ( Dewa Dewate terin ring g Room Room ) ( K-350 K-350 )

m

3

0.68

924,281.00

628,511.08

843,440.00

109.58% OK!

4

Besi Beton D10

kg

105.89

16,483.00

1,745,384.87

19,160.00

86.03% OK! 109.58% OK!

Balok 1

Balo Balok k BA BA = BC, BC, 35 35 x 20 20 cm cm ( K-35 K-350 0)

m

3

16.99

924,281.00

15,703,534.19

843,440.00

2

Besi Beton D13

kg

2,841.10

16,483.00

46,829,851.30

19,160.00

86.03% OK!

3

Balo Balok k BB BB 35 35 x 25 25 ( K-3 K-35 50 )

m

3

34.80

924,281.00

32,164,978.80

843,440.00

109.58% OK!

4

Besi Beton D13

kg

4,795.30

16,483.00

79,040,929.90

19,160.00

86.03% OK!

5

Balo Balok k BD BD 90 90 x 40 cm cm ( K-35 -350 )

m

3

20.56

924,281.00

19,003,217.36

843,440.00

109.58% OK!

6

Besi Beton D16

kg

4,390.00

16,483.00

72,360,370.00

19,160.00

86.03% OK!

3

109.58% OK!

Pelat 1

Lant Lantai ai dasa dasarr ( t = 50 cm ) ( K-35 K-350 0)

m

1,160.27

924,281.00

1,072,415,515.87

843,440.00

2

Besi Beton D12

kg

49,418.20

16,483.00

814,560,190.60

19,160.00

86.03% OK!

3

Pela Pelatt Grou Ground nd Tank Tank ( t = 15 cm ) ( K-35 K-350 0)

3

214.26

924,281.00

198,036,447.06

843,440.00

109.58% OK!

30,420.00

16,483.00

501,412,860.00

19,160.00

86.03% OK!

3

90.88

624,360.00

56,741,836.80

670,477.00

93.12% OK!

924,281.00

23,412,037.73

843,440.00

109.58% OK!

4

Besi Beton D12

m kg

5

L an antai Kerja K -1 -125

m

6

Pela Pelatt Ata Atap p Blo Blowe werr Room Room ( t = 15 15 cm cm ) ( K-3 K-350 50))

3

25.33

2,497.38

16,483.00

41,164,314.54

19,160.00

86.03% OK!

3

7.92

924,281.00

7,320,305.52

843,440.00

109.58% OK!

7

Besi Beton D12

m kg

8

Pelat Pelat Atap Atap Dewat Dewateri ering ng Room ( t = 15 15 cm cm ) ( K-35 K-350 0)

m

9

Besi Beton D12

kg

780.85

16,483.00

12,870,750.55

19,160.00

86.03% OK!

10

Pelat Pelat Ponda Pondasi si Blow Blower er ( t = 15 15 cm cm ) ( K-3 K-350 50 )

m

3

4.65

924,281.00

4,297,906.65

843,440.00

109.58% OK!

11

Besi Beton D12

kg

458.45

16,483.00

7,556,631.35

19,160.00

86.03% OK!

HARGA TOTAL

A 1 2 3 4 5 6

RUMAH JAGA PEKERJAAN TANAH Galia lian Tana Tanah h Pon Pondasi dasi Tim Timbuna bunan n Ga Galia lian Ke Kembali bali Timb Timbun unan an Peni Pening nggi gian an Tana Tanah h (70 (70 cm) cm) Urug Urugan an Pasir Pasir Bawa Bawah h Lan Lanta taii ( 10 cm) cm) Urug Urugan an Pasi Pasirr Pon Ponda dasi si ( t = 10 10 cm) cm) Urga Urgan n Pas Pasir ir Raba Rabatt / Sela Selasa sarr (10 (10Cm Cm))

5,762,621,745.72

3

m 3 m 3 m 3 m 3 m 3 m

26.68 8.54 81.97 5.81 1.33 4.46

31,881.00 8,122.00 48,005.00 102,256.00 102,256.00 102,256.00

HARGA TOTAL B. 1 2 3 4 5 6 7 1 2 1 2 1 2 3 4 5 6 7

PEKERJAAN BE BETON Pondasi / Slope Pond Pondas asii Tel Telap apak ak 1.6 1.6 x 1.6 1.6 ( K-35 K-350 0) Besi Beton D 13 Sl op ope 15 x 20 20 ( KK-350) Besi Beton D 8 Tie Tie Bea Beam m 20 20 x 35 cm TB 1 ( K-35 K-350 0) Besi Beton D 8 : D 16 Pondasi Ba Batu Ka Kali Kolom Kolo Kolom m Str Struk uktu turr 30 30 x 30 ( K-3 K-350 50)) Besi Beton D8 : D16 Balok Balo Balok k B1 B1 25 x 40 40 ( K-3 K-35 50 ) Besi Beton D8 : D16 Pelat Lant Lanta ai Das Dasa ar t =12 =12 cm cm ( K-3 K-350 ) Besi Beton D 8 Pela Pelatt Ata Atap p ( t = 12 cm ) ( KK- 350 350 ) Besi Beton D 10 List Listpl pla ank Be Beton ( KK-350 ) Besi Beton D 10 Lan Lantai Ke Kerja rja ( K-125 )

850,585.08 69,361.88 3,934,969.85 594,107.36 136,000.48 456,061.76

32,160.00 8,630.00 48,005.00 94,160.00 94,160.00 94,160.00

99.13% 94.11% 100.00% 108.60% 108.60% 108.60%

OK! OK! OK! OK! OK! OK!

OK! OK! OK! OK! OK! OK! OK!

6,041,086.41

3

3.14 433.89 1.56 172.77 1.94 31.30 14.08

924,281.00 16,483.00 924,281.00 16,483.00 924,281.00 16,483.00 285,534.00

2,902,242.34 7,151,808.87 1,441,878.36 2,847,767.91 1,793,105.14 515,917.90 4,020,318.72

843,440.00 19,160.00 843,440.00 19,160.00 843,440.00 19,160.00 291,240.00

109.58% 86.03% 109.58% 86.03% 109.58% 86.03% 98.04%

m kg

3

1.98 489.33

924,281.00 16,483.00

1,830,076.38 8,065,626.39

843,440.00 19,160.00

109.58% OK! 86.03% OK!

m kg

3

3.71 485.85

924,281.00 16,483.00

3,429,082.51 8,008,265.55

843,440.00 19,160.00

109.58% OK! 86.03% OK!

3

9.83 1,034.43 11.40 1,405.53 3.32 416.66 40.98

924,281.00 16,483.00 924,281.00 16,483.00 924,281.00 16,483.00 624,360.00

9,085,682.23 17,050,509.69 10,536,803.40 23,167,350.99 3,068,612.92 6,867,806.78 25,586,272.80

843,440.00 19,160.00 843,440.00 19,160.00 843,440.00 19,160.00 670,477.00

109.58% 86.03% 109.58% 86.03% 109.58% 86.03% 93.12%

m kg

3

m kg

3

m kg

3

m

m kg

3

m kg

3

m kg

3

m

HARGA TOTAL TOTAL HARGA III.1.

137,369,128.88 6,375,519,521.27

OK! OK! OK! OK! OK! OK! OK!

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BAR U III.2. FINISHING BANGUNAN STP ( Extended Aeration ) No.

A. A.1 A.1

Uraian Pekerjaan

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

RUMAH JA JAGA PEKER PEKERJA JAAN AN LANT LANTAI AI 2

93.00

100,845.00

9,378,585.00

2

9.80

103,067.00

1,010,056.60

2

7,722,219.00

1

Pekerj Pekerjaa aan n Lanta Lantaii Kera Keramik mik heavy heavy duty duty uk. 30 x 30 30

m

2

Pekerj Pekerjaa aan n Lanta Lantaii Kera Keramik mik heavy heavy duty duty uk. 20 x 20 20

m

3

Pekerjaan Pekerjaan Waterproof Waterproofing ing termas termasuk uk screed screed pelindung pelindung (1:3) (1:3) tebal tebal 3 cm

m

103.00

74,973.00

4


m'

62.00

16,912.00

Total Harga A.2 A.2 1

1,048,544.00

19,159,404.60

PEKER PEKERJA JAAN AN DIND DINDIN ING G Pasa Pasang ngan an Dind Dindin ing g Bata Bata 1 : 4

2

2 2

m

156.00

80,525.00

12,561,900.00

2

Pasan Pasangan gan Dindin Dinding g Bata Bata 1 : 2 ( Transra Transraam am )

m

8.00

89,072.00

712,576.00

3

Peke Pekerj rjaa aan n Ple Plest stera eran n + Aci Aci 1 : 2

312.00

36,318.00

11,331,216.00

4

Pekerjaan Kolom Praktis (K-225)

m m'

24.00

80,069.00

1,921,656.00

5

Pekerjaan Balok Lintoll dan Sill (K-225)

m'

36.00

80,069.00

2,882,484.00

6

Fini Finish shin ing g Cat Cat Int Inter erior ior (2 lapi lapis) s)

m

2

156.00

25,765.00

4,019,340.00

7

Fini Finish shin ing g Cat Cat Ekst Ekster erior ior (2 lapi lapis) s)

2

156.00

24,335.00

3,796,260.00

2

40.00

19,790.00

791,600.00

2

468.00

31,876.00

14,917,968.00

2

214.00

24,335.00

5,207,690.00

m

8

Peke Pekerj rjaa aan n Kan Kanop opy y Bet Beton on

9

Peke Pekerj rjaa aan n Ple Plest stera eran n + Aci Aci 1 : 4

m

10

Pekerj Pekerjaa aan n Fini Finishin shing g Cat Cat Plafon Plafon

m

m

Total Harga A.3 1 2 3 4 5 6 7 8 9 10

58,142,690.00

PEKERJAAN PEKERJAAN KUSEN KUSEN ALUMUN ALUMUNIUM IUM , PINTU PINTU DAN DAN JENDELA JENDELA Kusen, Daun Pintu & Jendela type AD 1

Unit

1.00

7,589,362.00

7,589,362.00

Kusen, Daun Pintu & Jendela type AD 2 Kusen, Daun Pintu & Jendela type AD 3

Unit Unit

2.00 1.00

3,811,126.00 4,632,493.00

7,622,252.00 4,632,493.00

Kusen, Daun Pintu type AD 4

Unit

2.00

2,156,762.00

4,313,524.00

Kusen, Daun Pintu type AD 6 Kusen, Daun Pintu type AD 7

Unit Unit

1.00 2.00

3,463,896.00 1,940,083.00

3,463,896.00 3,880,166.00

Kusen, Daun Jendela type AW 1 Kusen, Daun Jendela type AW 2

Unit Unit

1.00 2.00

6,191,196.00 1,168,216.00

6,191,196.00 2,336,432.00

Kusen, Daun Jendela type AW 3 Kusen, Daun Jendela type AW 4

Unit Unit

1.00 1.00

3,138,316.00 589,121.00

3,138,316.00 589,121.00

Total Harga A.4 A.4

43,756,758.00

PEKER PEKERJA JAAN AN PLAF PLAFON OND D 2

60.00

55,108.00

3,306,480.00

2

60.00

62,221.00

3,733,260.00

1

Pekerjaan Pekerjaan Rangka Rangka Plafond Plafond Kalsium Kalsium Silikat Silikat Board Board 600 x 600 600 x 6

m

2

Pekerj Pekerjaa aan n Plafon Plafond d Kal Kalsiu sium m Sili Silikat kat Board Board 600 600 x 600 600 x 6

m

Total Harga A.5 1 2 3 4 5 6 7 8 9 10 11 12 13

7,039,740.00

PEKERJ PEKERJAAN AAN TOILET TOILET DAN PANTRY PANTRY Kran Air T 23 B 13 V7N ex Toto Kran Air Leher Angsa lokal

Unit Unit

2.00 2.00

150,000.00 205,000.00

300,000.00 410,000.00

Bak Cuci Lab. 1 lobang Stainless Steel Komplit

Unit

1.00

500,000.00

500,000.00

Pekerjaan Wastafel L 521 V1A ex. Toto + Accessories Kloset duduk CW 660 J / SW 660 J ex.Toto + Accessories

Unit Unit

2.00 2.00

1,487,601.00 1,745,125.00

2,975,202.00 3,490,250.00

Shower Spray THX 20 NPIV, ex. Toto + Accessories Floor Drain TX1 AV1 ex. Toto

Unit Unit

2.00 2.00

159,000.00 100,000.00

318,000.00 200,000.00

Paper holder TX 703 AESV1 ex. Toto Tempat sampah ( waste receptacles )

Unit Unit

2.00 2.00

90,000.00 300,000.00

180,000.00 600,000.00

Penggantung ( Hook ) TS 118 WS ex. Toto Soap Holder s6nex. Toto

Unit Unit

2.00 2.00

75,000.00 65,000.00

150,000.00 130,000.00


Unit

2.00

1,350,000.00

2,700,000.00

2.00

824,834.00

1,649,668.00

2

Meja Meja Beton Beton + Finis Finishin hing g ( wasta wastafel fel & pantr pantry y)

m

Total Harga

13,603,120.00

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU III.2. FINISHING FINISHING BANGUNAN STP ( Extended Aeration ) No.

Uraian Pekerjaan

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

A.6 PEKER PEKERJAA JAAN N ATAP/ ATAP/ DAK BETON BETON PEKERJAAN ATAP 1

Peke Pekerj rjaa aan n lapis lapisan an wate waterp rpro roof ofin ing g

2

Pekerjaa Pekerjaan n Screed Screed Lantai Lantai ( 1 : 3 ) + wiremesh wiremesh + insulas insulasii tebal tebal 100 100 mm

3 4 5

Pekerjaan Listplank beton Roof drain cast iron dia 4" Pekerjaan Talang air pipa PVC AW dia 4"

2

103.00

17,269.00

1,778,707.00

2

103.00

90,735.00

9,345,705.00

40.00 8.00 32.00

34,915.00

200,000.00 132,823.00

1,396,600.00 1,600,000.00 4,250,336.00

m

m m' Unit m'

Total Harga B. B.1 B.1 1 2 3 4 5 6 7 8 9 10

STP STP ( EXTE EXTEND NDED ED AERA AERATI TION ON ) PEKE PEKERJ RJAA AAN N DIN DINDI DING NG Pasangan Dinding Bata 1 : 4 Pasangan Dinding Bata 1 : 2 ( Trasraam ) Pekerjaan Plesteran + Aci Pekerjaan Kolom Praktis Pekerjaan Balok Lintoll dan still Finishing cat intrerior ( 2 lapis ) Finishing cat Exterior ( 2 lapis ) Pekerjaan Kanopy Beton Pekerjaan Screed Lantai (1 : 3)+wiremesh+waterproofing Pekerjaan lapisan waterproofing

18,371,348.00

M2 M2 M2 M' M' M2 M2 M2 M2 M2

Total Harga TOTAL TOTAL HARGA HARGA III.2. III.2.

308.00 8.00 616.00 24.00 36.00 308.00 308.00 94.00 229.40 5,026.00

80,525.00 89,072.00 33,641.00 80,069.00 80,069.00 25,765.00 24,335.00 19,790.00 91,070.00 17,269.00

24,801,700.00 712,576.00 20,722,856.00 1,921,656.00 2,882,484.00 7,935,620.00 7,495,180.00 1,860,260.00 20,891,458.00 86,793,994.00

176,017,784.00 336,090,844.60

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU III.3 III.3..

ELEK ELEKTR TRIK IKAL AL BANG BANGUN UNAN AN STP

No.

I 1

Uraian Pekerjaan

Satuan

PANEL PANEL PERALATAN MEKANIKAL ( BOOSTER ) Panel Panel 1 Peralat Peralatan an Mekani Mekanikal kal Priori Priority ty STP ( Boos Booster ter ) Komplite Busbar, Grounding , A,V,Freq, Pilot Lamp 1). Incoming a. Kabel NYFGbY, 3x2x(1x240 mm2) + 2x(1x240 mm2) b. MCCB 1250A, 50kA, 4P + Switch Disc. 1250 A 2). Outgoing a. MCCB 125A, 50kA, 4P + Switch Disc. 125 A b. MCCB 630A, 50kA, 4P + Switch Disc. 630 A 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

meter set

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

420.00

694,447.00

291,667,740.00

1.00

44,250,000.00

44,250,000.00

set

5.00

4,800,000.00

24,000,000.00

set

1.00

21,000,000.00

21,000,000.00

set

3.00

60,000.00

180,000.00

set

1.00

190,000.00

190,000.00

lot

1.00

7,550,000.00

7,550,000.00

lot

1.00

5,350,000.00

5,350,000.00

lot

1.00

9,795,000.00

Sub Total 2

Panel Panel 2 Peralat Peralatan an Mekani Mekanikal kal Priori Priority ty STP ( Boos Booster ter ) Komplite Busbar, Grounding , A,V,Freq, Pilot Lamp 1). Incoming a. Kabel NYY, 3x2x(1x185mm2) + 2x( 1x185 mm2) b. MCCB 630A,50kA, 4P + Switch Disc. 630 A 2). Outgoing a. MCCB 80A,50kA, 4P + RCCB 300 mA b. MCCB 125A,50kA, 4P + RCCB 300 mA 3). Ampere Meter 4). Volt Meter 5). Pilot Lamp + Fuse 6). VSS 7). Box Panel + Cu.Bar + Wiring 8). System Pentanahan 9). Accessories ( Termination, Labeling, etc )

meter

40.00

999,658.00

39,986,320.00

set

1.00

21,000,000.00

21,000,000.00

set

3.00

5,150,000.00

15,450,000.00

set

3.00

6,400,000.00

19,200,000.00

buah

3.00

235,000.00

705,000.00

set

1.00

275,000.00

275,000.00

set

3.00

60,000.00

180,000.00

set

1.00

190,000.00

190,000.00

lot

1.00

7,550,000.00

7,550,000.00

lot

1.00

5,350,000.00

5,350,000.00

lot

1.00

6,795,000.00

6,795,000.00

Sub Total

1

PANEL PERALATAN MEKANIKAL PRIORITY STP Panel Panel Peral Peralat atan anMek Mekan anik ikal al Prio Priori rity ty STP STP Komplite Busbar, Grounding , A,V,Freq, Pilot Lamp 1). Incoming a. Kabel NYFGbY , 3x2x(1x240mm2) + 2x(1x240 mm2) b. MCCB 400A, 50kA, 4P + Switch Disc. 400 A 2). Outgoing a. MCCB 100A,50kA, 4P + RCCB 300 A b. MCCB 160A,50kA, 4P + RCCB 300 A C. MCCB 80A,50kA, 4P + RCCB 300 A d. MCCB 40A,50kA, 4P + RCCB 300 A e. MCCB 32A,50kA, 4P + RCCB 300 A 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

116,681,320.00

meter

420.00

694,447.00

291,667,740.00

set

1.00

12,000,000.00

12,000,000.00

set

1.00

5,400,000.00

5,400,000.00

set

1.00

6,950,000.00

6,950,000.00

set

1.00

5,150,000.00

5,150,000.00

set

1.00

3,600,000.00

3,600,000.00

set

2.00

3,450,000.00

6,900,000.00

set

3.00

60,000.00

180,000.00

set

1.00

190,000.00

190,000.00

lot

1.00

6,040,000.00

6,040,000.00

lot

1.00

5,350,000.00

5,350,000.00

lot

1.00

4,700,000.00

4,700,000.00

Sub Total 2

9,795,000.00

403,982,740.00

348,127,740.00

Panel Panel Pera Perala lata tan n Mekan Mekanik ikal al Pom Pompa pa Prio Priori rity ty STP STP 1). Incoming a. Kabel NYY , 4 x 16 mm2

meter

b. MCCB 40A, 36kA, 4P + Switch Disc. 40 A

set

40.00

60,105.00

2,404,200.00

1.00

3,350,000.00

3,350,000.00

2). Outgoing a. MCB 20A, 6kA, 2P + Switch RCCB 300 Ma

set

2.00

825,000.00

1,650,000.00

b. MCB 10A, 6kA, 2P + Switch RCCB 300 mA

set

2.00

1,100,000.00

2,200,000.00

3).Pilot Lamp + Fuse

set

3.00

60,000.00

180,000.00

4). VSS

set

1.00

190,000.00

190,000.00


lot

1.00

3,355,560.00

3,355,560.00


lot

1.00

5,350,000.00

5,350,000.00

7). Accessories ( Termination, Labeling, etc )

lot

1.00

1,125,000.00

1,125,000.00

Sub Total 3

Gearbox Gearbox Panel Panel Peralat Peralatan an Mekani Mekanikal kal Pompa Pompa Priori Priority ty STP (Wall Fan) (PHB Akhir) 1). Incoming a. Kabel NYY , 4 x 10 mm2 b. MCCB 20A, 36kA, 4P + Switch Disc. 20 A 2). Outgoing a. MCB 20A, 6kA, 2P + RCCB 300 mA 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

19,804,760.00

meter

Sub Total

40.00

47,652.00

1,906,080.00

set

1.00

2,241,000.00

2,241,000.00

set

6.00

825,000.00

4,950,000.00

set

3.00

60,000.00

180,000.00

set

1.00

190,000.00

190,000.00

lot

1.00

7,550,000.00

7,550,000.00

lot

1.00

5,350,000.00

5,350,000.00

lot

1.00

1,150,000.00

1,150,000.00

23,517,080.00

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU III.3. III.3. ELEKTR ELEKTRIKA IKAL L BANGUN BANGUNAN AN STP No.

4

Uraian Pekerjaan

Satuan

Gearbox Gearbox Panel Panel Peralat Peralatan an Mekani Mekanikal kal Pompa Pompa Priori Priority ty Dossing Pump ( PHB Akhir ) 1). Incoming a. Kabel NYY, 4 x 10 mm2 b. MCCB 20A, 36kA, 4P + Switch Disc. 20 A 2). Outgoing a. MCB 20A, 6kA, 2P + RCCB 300 mA 3). Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

meter

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

40.00

47,652.00

1,906,080.00

set

1.00

2,241,000.00

2,241,000.00

set

6.00

825,000.00

4,950,000.00

set

3.00

60,000.00

180,000.00

set

1.00

190,000.00

190,000.00

lot

1.00

7,550,000.00

7,550,000.00

lot

1.00

5,350,000.00

5,350,000.00

lot

1.00

1,150,000.00

1,150,000.00

Sub Total 5

Panel Panel Peral Peralat atan an Mek Mekan anik ikal al Pom Pompa pa Pri Prior orit ity y Sawage Treatment Plan (Flow Control) 1). Incoming a. Kabel NYY , 4 x 95 mm2 b. MCCB 100A, 36kA, 4P + Switch Disc. 40 A 2). Outgoing a. MCB 16A, 6kA, 2P + RCCB 300 mA 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

23,517,080.00

meter

40.00

257,482.00

10,299,280.00

set

1.00

3,050,000.00

3,050,000.00

set

6.00

795,000.00

4,770,000.00

set

3.00

60,000.00

180,000.00

set

1.00

190,000.00

190,000.00

lot

1.00

3,775,000.00

3,775,000.00

lot

1.00

5,350,000.00

5,350,000.00

lot

1.00

1,200,000.00

1,200,000.00

Sub Total 6

Panel Panel Peral Peralat atan an Mek Mekan anik ikal al Pom Pompa pa Pri Prior orit ity y Sewage Treatment Plant (Effluent Plant) 1). Incoming a. Kabel NYY, 4x120 mm2 b. MCCB 160A, 36kA, 4P + Switch Disc. 40A 2). Outgoing a. MCB 32A, 6kA, 2P + RCCB 300 mA 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

28,814,280.00

meter

40.00

341,047.00

13,641,880.00

set

1.00

4,950,000.00

4,950,000.00

set

6.00

845,000.00

5,070,000.00

set

3.00

60,000.00

180,000.00

set

1.00

190,000.00

190,000.00

lot

1.00

3,775,000.00

3,775,000.00

lot

1.00

5,350,000.00

5,350,000.00

lot

1.00

1,500,000.00

1,500,000.00

Sub Total 7

Panel Panel Pera Perala lata tan n Maka Makani nika kall Pomp Pompa a Prior Priorit ity y STP STP ( Dewatering, Solid & Scrapper ) 1). Incoming a. Kabel NYY , 4x35 mm2 b. MCCB 80A, 36kA, 4P + Switch Disc. 80A 2). Outgoing a. MCB 25A,6kA, 2P + RCCB 300 mA b. MCB 10A,6kA, 2P + RCCB 300 mA 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

34,656,880.00

meter

40.00

117,074.00

4,682,960.00

set

1.00

3,050,000.00

3,050,000.00

set

1.00

950,000.00

950,000.00

set

5.00

975,000.00

4,875,000.00

set

3.00

60,000.00

180,000.00

set

1.00

190,000.00

190,000.00

lot

1.00

3,775,000.00

3,775,000.00

lot

1.00

5,350,000.00

5,350,000.00

lot

1.00

1,500,000.00

1,500,000.00

Sub Total 8

24,552,960.00

Panel Penerangan 1). Incoming a. MCB 40A 2P

set

b. Kabel NYY, 4x10mm2

meter

1.00

865,000.00

865,000.00

25.00

47,652.00

1,191,300.00

2). Outgoing a. MCB 4A

set

5.00

65,600.00

328,000.00

3).Pilot Lamp + Fuse

set

3.00

60,000.00

180,000.00

4). VSS

set

1.00

190,000.00

190,000.00


lot

1.00

7,550,000.00

7,550,000.00


lot

1.00

1,257,500.00

1,257,500.00


lot

1.00

410,000.00

410,000.00

Sub Total Armature Lampu TL 2x36 watt TKI inbow + Mirror reflector standar Down Light PLC 2x26 watt Stop Kontak Daya 300 watt Sakelar Tunggal Titik Instalasi Cahaya + Upah Titik Instalasi Stop Kontak + Upah Sub Total

11,971,800.00

bh

12.00

219,291.00

2,631,492.00

bh

5.00

202,791.00

1,013,955.00

bh

5.00

31,730.00

158,650.00

bh

12.00

22,930.00

275,160.00

ttk

17.00

313,903.00

5,336,351.00

ttk

479,139.00

2,395,695.00

5.00

11,811,303.00

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU III.3. III.3. ELEKTR ELEKTRIKA IKAL L BANGUN BANGUNAN AN STP No.

II

Uraian Pekerjaan

Satuan

TEST TESTIN ING G COMM COMMIS ISSI SION ONIN ING G ELEKTRIKAL

lot

Sub Total TOTAL TOTAL HARGA HARGA III.3 III.3..

Volume

1.00

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

15,500,000.00

15,500,000.00

15,500,000.00 1,062,937,943.00

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU III.4. III.4. MEKANI MEKANIKAL KAL BANG BANGUNA UNAN N STP No.

Uraian Pekerjaan

I

SISTEM PL PLAMBING

1

Air Be rs rs iih h To Toile t - Gate Valve dia.20 mm

II

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

bh m m m m lot

1.00 22.00 8.00 4.00 11.00 1.00

271,739.00 23,396.00 16,130.00 8,922.00 5,893.00 44,000.00

271,739.00 514,712.00 129,040.00 35,688.00 64,823.00 44,000.00

314,179.06 23,060.58 14,839.79 8,120.03 5,440.01 49,880.29

86.49% 101.45% 108.69% 109.88% 108.33% 88.21%

OK! OK! OK! OK! OK! OK!

-

Air Be ka kas Toilet Pipa PVC Kelas 10 Kg/cm2 dia. 100 mm Pipa PVC Kelas 10 Kg/cm2 dia. 50 mm Pipa Vent PVC Kelas C dia. 25 mm Testing & Commissioning

m m m lot

64.00 3.00 15.00 1.00

94,346.00 23,396.00 9,775.00 153,000.00

6,038,144.00 70,188.00 146,625.00 153,000.00

93,048.54 23,060.58 8,929.81 153,940.89

101.39% 101.45% 109.46% 99.39%

OK! OK! OK! OK!

SISTE STEM VENT VENTIILASI LASI - Wall Fan Kap. 360 m3/h (ruang toilet) - Testing Comissioning

bh ls

2.00 1.00

1,922,867.00 365,344.73

3,845,734.00 365,344.73

2,049,724.60 205,002.05

93.81% OK! 178.22% Ga Masuk Harganya Coy…?#

- Pipa PVC Kelas 10 Kg/cm2 dia. - Pipa PVC Kelas 10 Kg/cm2 dia. - Pipa PVC Kelas 10 Kg/cm2 dia. - Pipa PVC Kelas 10 Kg/cm2 dia. - Testing & Commissioning

2

Satuan

50 mm 32 mm 20 mm 16 mm

TOTAL HARGA III.4.

11,407,298.73

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU IV.1. IV.1. STRUKTU STRUKTUR R BANGU BANGUNAN NAN WTP No.

Uraian Pekerjaan

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

A 1

Galian Tanah

PEKERJAAN TANAH m3

3,638.34

43,008.00

156,477,726.72

2

Timbunan galian kembali

m3

229.09

8,122.00

1,860,668.98

3

Urugan Pasir bawah lantai ( 10 cm )

m3

42.24

102,256.00

4,319,293.44

Sub Total B

162,657,689.14

PEKERJAAN BE BETON Kolom

1

Kolom K1 30 x 30 cm ( K-350 )

m3

4.93

924,281.00

4,556,705.33

2

Besi Beton D10 ; D19

kg

1,674.00

16,483.00

27,592,542.00

3

Kolom K2 20 x 20 cm ( K-350 )

m3

0.78

924,281.00

720,939.18

4

Besi Beton D8 ; D13

kg

121.22

16,483.00

1,998,069.26

1

Balok B1 35 x 20 cm ( K-350 )

m3

16.96

924,281.00

15,675,805.76

2

Besi Beton D13

kg

2,744.80

16,483.00

45,242,538.40

3

Balok B2 35 x 20 cm ( K-350 )

m3

10.30

924,281.00

9,520,094.30

4

Besi Beton D13

kg

1,667.50

16,483.00

27,485,402.50

1

Lantai Dasar ( t = 50 cm ) ( K-350 )

m3

272.96

924,281.00

252,291,741.76

2

Besi Beton D12

kg

7,400.90

16,483.00

121,989,034.70

3

Pelat Atap ( t = 25 cm ) ( K-350 )

m3

133.99

924,281.00

123,844,411.19

4

Besi Beton D10

kg

6,605.17

16,483.00

108,873,017.11

Balok

Plat

Bak Air 1

Dinding Beton ( K-350 )

m3

231.49

924,281.00

213,961,808.69

2

Besi Beton D12

kg

13,693.61

16,483.00

225,711,773.63

3

Lantai Kerja ( K-125 )

m3

624,360.00

13,186,483.20

21.12

Sub Total

1,192,650,367.01

TOTAL HARGA IV.1.

1,355,308,056.15

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU IV.2 . FINISHING FINISHING BANGU BANGUNAN NAN WTP No.

A A.1 A.1

Uraian Pekerjaan

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

PEKER EKERJA JAA AN LA LANTA NTAI D DA ASAR PEKE PEKERJ RJAA AAN N LAN LANTA TAII

1

Pekerjaan Lantai Keramik heavy duty uk.30x30

M2

93.00

100,845.00

9,378,585.00

2

Pekerjaan Lantai Keramik heavy duty uk.20x20

M2

9.80

103,067.00

1,010,056.60

3

Pekerjaan waterproofing termasuk screed pelindung (1 : 3) tebal 3 cm

M2

103.00

74,973.00

7,722,219.00

4

Plint keramik 10 x 40 cm

M'

62.00

16,912.00

1,048,544.00

Sub Total A.2 A.2

19,159,404.60

PEKE PEKERJ RJAA AAN N DIND DINDIN ING G

1

Pasangan dinding Bata 1 : 4

M2

156.00

80,525.00

2

Pasangan dinding Bata 1 : 2 ( transraam )

M2

8.00

89,072.00

712,576.00

3

Pekerjaan Plesteran + Aci 1 : 2

M2

312.00

33,641.00

10,495,992.00

4

Pekerjaan Plesteran + Aci 1 : 4

M2

220.00

31,876.00

7,012,720.00

5

Pekerjaan kolom Praktis ( Beton K 225 )

M'

24.00

80,069.00

1,921,656.00

7

Finishing Cat interior ( 2 lapis )

M2

156.00

25,765.00

4,019,340.00

8

Finishing Cat Eksterior ( 2 lapis )

M2

156.00

24,335.00

3,796,260.00

10

Pekerjaan Finishing Cat Plafond

M2

110.00

25,765.00

Sub Total A.3

12,561,900.00

2,834,150.00

43,354,594.00

PEKERJ PEKERJAAN AAN KUS KUSEN EN ALUMUN ALUMUNIUM, IUM, PINT PINTU U DAN JENDEL JENDELA A

1

Kusen, Daun Pintu & Jendela type AD 3

Unit

1.00

4,632,493.00

4,632,493.00

2


Unit

2.00

3,463,896.00

6,927,792.00

3


Unit

3.00

1,168,216.00

3,504,648.00

4


Unit

3.00

3,138,316.00

9,414,948.00

Sub Total A.4 A.4

24,479,881.00

PEKE PEKERJ RJAA AAN N PLAF PLAFON OND D

1

Pekerjaan Rangka Plafond Kalsium Silikat board 600x600x6

M2

110.00

55,108.00

6,061,880.00

2

Pekerjaan Plafond Kalsium Silikat board 600x600x6

M2

110.00

62,221.00

6,844,310.00

Sub Total A.5

12,906,190.00

PEKERJ PEKERJAAN AAN TOILET TOILET DAN PANTRY PANTRY

1

Kran air Leher angsa lokal

Unit

2.00

205,000.00

2

Bak Cuci Lab. 1 lobang stainless steel komplit

Unit

1.00

500,000.00

500,000.00

3

Pekerjaan Wastafel L 521 V1A ex. Toto + Accessories

Unit

1.00

1,487,601.00

1,487,601.00

4

soap holder S 6 N ex. Toto

Unit

1.00

65,000.00

65,000.00

5

Unit cermin Berangka Stainless Steel t=6mm uk. 60 x 105 cm

Unit

2.00

1,350,000.00

2,700,000.00

6

Meja Beton + Finishing ( Westafel & pantry )

M2

1.00

824,834.00

824,834.00

B

PEKERJAAN ATAP / DAK BETON

Sub Total B.1

410,000.00

5,987,435.00

PEKERJAAN DAK BETON

1

Pekerjaan lapisan waterproofing

M2

103.00

17,269.00

1,778,707.00

2

Pekerjaan Screed Lantai ( 1 : 3 ) + wiremesh + insulasi total tebal 100mm

M2

103.00

90,735.00

9,345,705.00

3


M'

40.00

34,915.00

1,396,600.00

4


unit

8.00

200,000.00

1,600,000.00

5


M'

32.00

132,823.00

4,250,336.00

Sub Total TOTAL HARGA IV.2 .

18,371,348.00 124,258,852.60

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU IV.3. IV.3. ELEKTRI ELEKTRIKAL KAL BANG BANGUNA UNAN N WTP WTP No.

I 1

Uraian Pekerjaan

Satuan

P A NE L Panel Panel Peral Peralata atan n Mekani Mekanikal kal Prio Priorit rity y Water Water Treat Treatmen mentt Plan Plan Komplite Busbar, Grounding , A,V,Freq, Pilot Lamp 1). Incoming a. Kabel NYFGbY, 3x1x(1x240 mm2) + 1x(1x240 mm2) b. MCCB 400 A, 50kA, 4P + Switch Disc. 400 A 2). Outgoing a. MCCB 100A, 50kA, 4P + Switch Disc. 100 A b. MCCB 80 A, 50kA, 4P + Switch Disc. 80 A c. MCCB 63A, 50kA, 4P + Switch Disc. 63 A d. MCCB 40 A, 50kA, 4P + Switch Disc. 40 A 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

meter

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

420.00

694,447.00

291,667,740.00

set

1.00

12,000,000.00

12,000,000.00

set set

1.00 3.00

3,650,000.00 2,919,000.00

3,650,000.00 8,757,000.00

set set

1.00 1.00

3,500,000.00 3,400,000.00

3,500,000.00 3,400,000.00

set set

3.00 1.00

60,000.00 190,000.00

180,000.00 190,000.00

lot lot

1.00 1.00

6,040,000.00 5,350,000.00

6,040,000.00 5,350,000.00

lot

1.00

4,850,000.00

4,850,000.00

Sub Total 2

Pane Panell Peral Peralat atan an Mek Mekan anik ikal al Pompa Pompa Pri Prior orit ity y Water Treatment Plan ( Filter Pump ) 1). Incoming a. Kabel NYY 4 x 70 mm2 b. MCCB 100A, 36kA, 4P + Switch Disc. 100 A 2). Outgoing a. MCB 32A, 6kA, 2P + RCCB 300 mA b. MCB 16A, 6kA, 2P + RCCB 300 mA 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

339,584,740.00

meter

40.00

209,336.00

8,373,440.00

set

1.00

2,800,000.00

2,800,000.00

set set

4.00 2.00

845,000.00 795,000.00

3,380,000.00 1,590,000.00

set set

3.00 1.00

60,000.00 190,000.00

180,000.00 190,000.00

lot lot

1.00 1.00

7,550,000.00 5,350,000.00

7,550,000.00 5,350,000.00

lot

1.00

1,200,000.00

Sub Total 3

Pane Panell Peral Peralat atan an Mek Mekan anik ikal al Pompa Pompa Pri Prior orit ity y Water Treatment Plan (Water Intake Pump) 1). Incoming a. Kabel NYY , 4 x 50 mm2 b. MCCB 80A, 36kA, 4P + Switch Disc. 80 A 2). Outgoing a. MCB 25A, 6kA, 2P + RCCB 300 mA b. MCB 16A, 6kA, 2P + RCCB 300 mA 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

meter set

40.00 1.00

174,536.00 2,274,000.00

6,981,440.00 2,274,000.00

set

4.00

950,000.00

3,800,000.00

set set

2.00 3.00

795,000.00 60,000.00

1,590,000.00 180,000.00

set lot

1.00 1.00

190,000.00 7,550,000.00

190,000.00 7,550,000.00

lot lot

1.00 1.00

5,350,000.00 1,350,000.00

5,350,000.00 1,350,000.00

Sub Total 4

Panel Panel 1 Pera Peralat latan an Mekani Mekanikal kal Pompa Pompa Prio Priorit rity y Water Treatment Plant ( Agitator & Mixer ) 1). Incoming a. Kabel NYY , 4 x 50 mm2 b. MCCB 80A, 36kA, 4P + Switch Disc. 80 A 2). Outgoing a. MCB 10A, 6kA, 2P + Switch RCCB 300 mA b. MCB 16A, 6kA, 2P + Switch RCCB 300 mA c. MCB 40A, 6kA, 2P + Switch RCCB 300 mA 3).Pilot Lamp + Fuse 4). VSS

1,200,000.00

30,613,440.00

29,265,440.00

meter set

40.00 1.00

174,536.00 2,274,000.00

6,981,440.00 2,274,000.00

set

2.00

1,100,000.00

2,200,000.00

set set

3.00 1.00

795,000.00 850,000.00

2,385,000.00 850,000.00

set set

3.00 1.00

60,000.00 190,000.00

180,000.00 190,000.00

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU IV.3. IV.3. ELEKTRI ELEKTRIKAL KAL BANG BANGUNA UNAN N WTP WTP No.

Uraian Pekerjaan

Satuan

5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

lot lot

1.00 1.00

7,550,000.00 5,350,000.00

lot

1.00

1,250,000.00

Sub Total 5

Panel Panel 2 Pera Peralat latan an Mekani Mekanikal kal Pompa Pompa Priori Priority ty Water Treatment Plant ( Agitator & Mixer ) ( PHB Akhir ) 1). Incoming a. Kabel NYY, 4x16 mm2 b. MCCB 40A, 36kA, 4P + Switch Disc. 40 A 2). Outgoing a. MCB 10A, 6kA, 2P + Switch RCCB 300 mA 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

Panel Panel 1 Pera Peralat latan an Mekani Mekanikal kal Pompa Pompa Priori Priority ty Water Treatment Plant ( Dossing Pump ) 1). Incoming a. Kabel NYY, 4x35 mm2 b. MCCB 63A, 36kA, 4P + Switch Disc. 63A 2). Outgoing a. MCB 16A,6kA, 2P + RCCB 300 mA 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

meter

40.00

60,105.00

2,404,200.00

set

1.00

3,350,000.00

3,350,000.00

set set

6.00 3.00

1,100,000.00 60,000.00

6,600,000.00 180,000.00

set lot

1.00 1.00

190,000.00 7,550,000.00

190,000.00 7,550,000.00

lot lot

1.00 1.00

5,350,000.00 1,450,000.00

5,350,000.00 1,450,000.00

27,074,200.00

meter

40.00

115,286.00

4,611,440.00

set

1.00

2,231,000.00

2,231,000.00

set set

6.00 3.00

795,000.00 60,000.00

4,770,000.00 180,000.00

set lot

1.00 1.00

190,000.00 7,550,000.00

190,000.00 7,550,000.00

lot lot

1.00 1.00

5,350,000.00 1,150,000.00

5,350,000.00 1,150,000.00

Sub Total 7

Panel Panel 1 Pera Peralat latan an Mekani Mekanikal kal Pompa Pompa Priori Priority ty Water Treatment Plant ( Dossing Pump ) 1). Incoming a. Kabel NYY , 4 x 25 mm2 b. MCCB 40A, 36kA, 4P + Switch Disc. 40 A 2). Outgoing a. MCB 6A, 6kA, 2P + Switch RCCB 300 mA b. MCB 20A, 6kA, 2P + Switch RCCB 300 mA 3). Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

26,032,440.00

meter set

40.00 1.00

83,100.00 3,350,000.00

3,324,000.00 3,350,000.00

set set

5.00 1.00

656,000.00 825,000.00

3,280,000.00 825,000.00

lot lot

3.00 1.00

60,000.00 190,000.00

180,000.00 190,000.00

lot lot

1.00 1.00

7,550,000.00 5,350,000.00

7,550,000.00 5,350,000.00

lot

1.00

1,150,000.00

1,150,000.00

Sub Total 8

Panel Panel 2 Pera Peralat latan an Mekani Mekanikal kal Pompa Pompa Priori Priority ty Water Treatment Plant ( Dossing Pump ) (PHB Akhir) 1). Incoming a. Kabel NYY, 4 x 10mm2 b. MCCB 20A, 36kA, 4P + Switch Disc. 40 A 2). Outgoing a. MCB 6A,6kA, 2P + Switch RCCB 300 mA 3). Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

1,250,000.00

29,210,440.00

Sub Total 6

7,550,000.00 5,350,000.00

25,199,000.00

meter

40.00

47,652.00

1,906,080.00

set

1.00

2,230,000.00

2,230,000.00

set lot

6.00 3.00

800,000.00 60,000.00

4,800,000.00 180,000.00

lot lot

1.00 1.00

190,000.00 3,650,000.00

190,000.00 3,650,000.00

lot lot

1.00 1.00

5,350,000.00 1,050,000.00

5,350,000.00 1,050,000.00

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU IV.3. IV.3. ELEKTR ELEKTRIKA IKAL L BANGUN BANGUNAN AN WTP WTP No.

Uraian Pekerjaan

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

Sub Total 9

19,356,080.00

Panel Peneran ga gan 1). Incoming a. MCB 40A 2P b. Kabel NYY, 4x10mm2

meter set

1.00 30.00

865,000.00 47,652.00

865,000.00 1,429,560.00

2). Outgoing a. MCB 4A

set

5.00

65,600.00

328,000.00

3). Pilot Lamp + Fuse 4). VSS

set set

3.00 1.00

60,000.00 190,000.00

180,000.00 190,000.00

5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan

lot lot

1.00 1.00

7,550,000.00 1,257,500.00

7,550,000.00 1,257,500.00

lot

1.00

410,000.00


Sub Total 10

Amature Lam pu pu TL 2 x 36 watt TKI inbow + Mirror reflector standar Down Light PLC 2x26 watt

bh bh

12.00 5.00

219,291.00 202,791.00

2,631,492.00 1,013,955.00

Stop Kontak Daya 300 watt Sakelar Tunggal

bh bh

5.00 12.00

31,730.00 22,930.00

158,650.00 275,160.00

Titik Instalasi Cahaya + Upah Titik Instalasi Stop Kontak + Upah

ttk ttk

17.00 5.00

313,903.00 479,139.00

5,336,351.00 2,395,695.00

Sub Total II

TELEPON Telepon Lantai Dasar Equi Equipm pmen entt Tele Teleph phon one/ e/ Data Data Juncti Junction on Box Telep Telephon hone e Kap 60 60 Pairs, Pairs, lengk lengkap ap komp kompone onen n path path panel, panel, Terminal & Accessories Grounding Sistem maksimal 0,5 W Access Access Swit Switch ch c/w c/w Ethern Ethernet et Switc Switch h 24 port port 10/1 10/100 00 PoE PoE port port,, 2 port port FO Memiliki kemampuan QoS Standart Diffserv SFP GBIC 1000 Base-LX Instalasi Te Telephone Wiring dari Box Kontrol Telkom ke JB.TL dengan Fiber Optic Cables 50/125 m, SMF, 24 Cores Outdoor Armoured Wiring dari Box Kontrol Telkom ke JB.TL dengan Jelly Filled Armoured Cable (STEL K-007) 20X2X0.8 mm.sq dalam pipa HDPE Wiring dari Junction Box Telephone ke Outlet Telephone dengan Indoor Telephone Cable (STEL K-002) 2X2X0.6 mm.sq dalam HIP 20 mm Accessories Armatu re re Telephone Outlet Telephone Handset Telephone Supp Supply ly & Ins Insta tall ll UTP UTP Cat Cat 6,1 6,1 Nod Node e UTP Cat 6 - 4 pairs Faceplate Ou Outlet Kit, RJ 45 Outbow, 1 Port complete European Wh White Modular Jack Cat 6 Patch Panel RJ45 Cat 6, 48 port Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot Cat 6 Cable Assy, Patch Cord, 7 Feet, complete with boot Wired Management

11,811,303.00

lot

1.00

8,995,094.00

8,995,094.00

lot

1.00

1,050,000.00

1,050,000.00

lot lot

1.00 1.00

27,832,000.00 3,119,000.00

27,832,000.00 3,119,000.00

m

55.00

125,544.00

6,904,920.00

m

55.00

140,167.00

7,709,185.00

ttk

3.00

945,088.00

2,835,264.00

lot

1.00

215,000.00

215,000.00

bh bh

3.00 3.00

101,855.00 390,479.00

305,565.00 1,171,437.00

m

30.00

18,198.00

545,940.00

unit unit

1.00 1.00

69,955.00 102,507.00

69,955.00 102,507.00

unit unit

1.00 1.00

2,180,044.00 252,107.00

2,180,044.00 252,107.00

unit unit

1.00 1.00

329,107.00 465,000.00

329,107.00 465,000.00

Sub Total II.2 II.2

410,000.00

12,210,060.00

TEST TESTIN ING G COMMI COMMISS SSIO IONI NING NG ELEKTRIKAL TELEPHONE

64,082,125.00 lot

1.00

5,500,000.00

lot

1.00

700,000.00

Sub Total TOTAL HARGA IV.3.

5,500,000.00 700,000.00

6,200,000.00 620,639,268.00

BILL OF QUANTITY (BoQ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU IV.4.

MEKANIKAL BANGUNAN WTP

No.

Uraian Pekerjaan

I

SISTEM PLAMBING

1

Air bersih Toilet

2

II

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

- Gate Valve dia. 20 mm

bh

1.00

271,739.00

271,739.00

- Pi Pipa PVC Kelas 10 kg/cm2 di dia.50 mm

m

48.00

23,396.00

1,123,008.00


m

22.00

8,922.00

196,284.00


m

16.00

5,893.00

94,288.00

- Testing & Commissioning

lot

1.00

39,000.00

39,000.00

- Pipa PVC AW dia.100 mm

m

54.00

94,346.00

5,094,684.00

- Pipa PVC AW dia.50 mm

m

10.00

23,396.00

233,960.00

- Pipa Vent PVC Klas C dia. 25 mm

m

15.00

9,775.00

146,625.00


lot

1.00

139,000.00

139,000.00

bh

2.00

1,922,867.00

3,845,734.00

ls

1.00

50,000.00

50,000.00

Air be bekas Toilet

SISTEM VENTILASI - Wa W all Fan Kap. 360 m3/h (ruang toilet) - Testing Comisioning

TOTAL TOTAL HARGA HARGA IV.4. IV.4.

11,234,322.00

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BAR U V.1.

STRUKTUR BANGUNAN SUMPIT

No.

Uraian Pekerjaan

Satuan

Volume

Harga Sa Satuan

Jumlah Ha Harga

(Rp)

(Rp)

Pekerjaan Pembuatan Struktur Sump Pit, tebal beton 25 cm, termasuk galian tanah dan urugan kembali PEKERJAAN BETON A

SP1

1

Beton ton Ready Mix K-2 K-250

m

13.90

845,631.00

11,754,270.90

2

Besi Beton D10

kg

1,578.70

16,483.00

26,021,712.10

3

Sub Total B

SP2, 3, 5

1 2

Beton ton Ready Mix K-2 K-250 Besi Beton D10

37,775,983.00

3

m

kg

16.00 1,817.20

845,631.00 16,483.00

13,530,096.00 29,952,907.60

Sub Total

43,483,003.60

JUMLAH 3 BUAH

130,449,010.80

C

SP4

1


m

26.90

845,631.00

22,747,473.90

2

Besi Beton D10

kg

3,055.20

16,483.00

50,358,861.60

3

Sub Total D

SP6

1


2

Besi Beton D10

73,106,335.50

3

m

30.75

845,631.00

26,003,153.25

kg

3,492.50

16,483.00

57,566,877.50

Sub Total E

SP7, 8

1 2

Beton ton Ready Mix K-2 K-250 Besi Beton D10

83,570,030.75

3

m

kg

32.75 3,719.10

845,631.00 16,483.00

27,694,415.25 61,301,925.30

Sub Total

88,996,340.55

JUMLAH 2 BUAH

177,992,681.10

F

SP9, 10

1


m

11.40

845,631.00

9,640,193.40

2

Besi Beton D10

kg

1,294.80

16,483.00

21,342,188.40

3

Sub Total

30,982,381.80

JUMLAH 2 BUAH

61,964,763.60

TOTAL HARGA V.1.

564,858,804.75

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VI.1.

STRUKTUR STASIUN & RUMAH POMPA BANJIR

No.

Uraian Pekerjaan

A

PEKERJAAN TANAH

1

Galian Tanah

2 3

Satuan

Jumlah Harga

(Rp)

(Rp)

117.04

31,881.00

3,731,352.24

3

138.17

8,122.00

1,122,216.74

3

6.75

102,256.00

690,228.00

m

Urug Urugan an pasi pasirr baw bawah ah lant lantai ai ( 10 10 cm cm )

Harga Satuan

3

m

Timbunan galian kembali

Volume

m

Sub Total B

5,543,796.98

PEKERJAAN BETON Pondasi 3

1

Pond ondasi asi Be Beton ( K-35 -350 )

m

34.81

924,281.00

32,174,221.61

2

Besi Beton D10 ( K-350 ) Kolom

kg

2,415.85

16,483.00

39,820,455.55

1

Kolom olom 30 x 30 30 cm ( K-3 K-35 50 )

m

20.63

924,281.00

19,067,917.03

2

Besi Beton D10, D13

kg

4,231.39

16,483.00

69,746,001.37

3

Balok 3

1

Balo Balok k B1 40 x 20 20 cm ( K-3 K-350 50 )

m

18.58

924,281.00

17,173,140.98

2

Besi Beton D13

kg

2,835.86

16,483.00

46,743,480.38

924,281.00

32,701,061.78

3

3

Balo Balok k B2 50 x 25 ( K-350 -350 )

m

35.38

4

Besi Beton D13

kg

7,732.98

16,483.00

127,462,709.34

5

Balo Balok k B3 30 x 20 20 cm ( K-3 K-350 50 )

3

m

3.49

924,281.00

3,225,740.69

6

Besi Beton D13

kg

500.84

16,483.00

8,255,345.72

1

Lant Lantai ai dasa dasarr ( t = 50 50 cm cm ) ( K-3 K-350 50 )

m

3

118.39

924,281.00

109,425,627.59

2

Besi Beton D10

kg

3,501.60

16,483.00

57,716,872.80

m

56.56

924,281.00

52,277,333.36

Plat

3

3

Pela Pelatt Lant Lantai ai 1 ( t = 25 cm ) ( K-35 K-350 0)

4

Besi Beton D10

kg

3,345.70

16,483.00

55,147,173.10

5

Pela Pelatt Atap Atap ( t = 25 cm ) ( K-35 K-350 0)

m

71.30

924,281.00

65,901,235.30

6

Besi Beton D10

kg

4,217.50

16,483.00

69,517,052.50

m

550.82

924,281.00

509,112,460.42

3

Dinding 3

1

Dind Dindin ing g Be Beton ton ( K-35 -350 )

2

Besi Beton D12

kg

28,789.40

16,483.00

474,535,680.20

3

Lantai kerja ( K-125 )

m3

12.00

624,360.00

7,492,320.00

4

Lisplang ( K-350 )

m3

6.22

924,281.00

5,749,027.82

5

Besi Beton D10

kg

864.60

16,483.00

14,251,201.80

Sub Total

1,817,496,059.34

TOTAL HARGA VI.1.

1,823,039,856.32

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VI.2. FINISHING STASIUN & RUMAH POMPA BANJIR No.

A. A.1 A.1 1

Uraian Pekerjaan

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

PEKE PEKERJ RJAA AAN N STAS STASIU IUN N POMP POMPA A PEKE PEKERJ RJAA AAN N PLAFO PLAFOND ND 2

Peke Pekerj rjaa aan n Dak Dak Beto Beton n dic dicat at

m

346.50

46,283.00

Sub Total A.2 A.2 1

16,037,059.50

PEKE PEKERJ RJAA AAN N TANG TANGGA GA 2

Entrance St Stairs

m

1.00

337,289.00

Sub Total

A.3 A.3 1

PEKERJAAN LANTAI 1 STASIUN POMPA PEKE PEKERJ RJAA AAN N LANT LANTAI AI 2

Peke Pekerj rjaa aan n Flo Floor or Hard Harden ener er colo colorr

B B.1 B.1

PEKE PEKER RJAAN JAAN RUMAH MAH POM POMPA PA PEKE PEKERJ RJAA AAN N DIND DINDIN ING G

1

Pasa Pasang ngan an Dind Dindin ing g Bata Bata 1 : 4

3

337,289.00

337,289.00

m

252.00

110,921.00

Sub Total

2

16,037,059.50

2

236.64

80,525.00

19,055,436.00

2

27.20

89,072.00

2,422,758.40

2

527.68

36,318.00

19,164,282.24

2

m

Pasa Pasang ngan an Dind Dindin ing g Bat Bata a 1 : 2 ( Tran Transr sraa aam m)

m


27,952,092.00

27,952,092.00

m

4


m

791.52

31,876.00

25,230,491.52

5


m'

20.00

80,069.00

1,601,380.00

6

Pekerjaan Balok Lintoll dan Sill ( K-225 )

m'

7

Fini Finish shin ing g Cat Cat Inte Interi rior or ( 2 lapi lapiss )

8

40.70

80,069.00

3,258,808.30

2

263.84

25,765.00

6,797,837.60

2

263.84

24,335.00

6,420,546.40

m

Fini Finish shin ing g Cat Cat Ekst Ekster erio iorr ( 2 lap lapis is )

m

Sub Total B.2

83,951,540.46

PEKERJAAN PEKERJAAN KUSEN ALUMUNIUM ALUMUNIUM , PINTU PINTU DAN JENDELA JENDELA

1

Kusen, Daun Jendela kisi kisi alumunium ( 3m x 2m )

Unit

2 3

14.00

2,480,629.00

34,728,806.00

Kusen, Daun Pintu Rolling Door RD

Unit

Kusen, Daun Pintu steel P6

Unit

2.00

7,465,074.00

14,930,148.00

1.00

4,328,108.00

4,328,108.00

Sub Total B.3 B.3 1

53,987,062.00

PEKE PEKERJ RJAA AAN N PLAF PLAFON OND D 2

Peke Pekerj rjaa aan n Dak Dak Beto Beton n dic dicat at

m

210.00

46,283.00

Sub Total C C.1 C.1

PEKE PEKERJ RJAA AAN N ATA ATAP P / DAK DAK BET BETON ON PEKE PEKERJ RJAA AAN N DAK DAK BETO BETON N

1

Peke Pekerj rjaa aan n lapi lapisa san n wate waterp rpro roof ofin ing g

2

Pekerjaan Screed Screed Lantai (1 : 3) + wiremesh + insulasi total tebal 100mm

3

9,719,430.00

9,719,430.00

2

225.50

2

m

225.50


m'

71.40

4


Unit

5


m

m'

Sub Total TOTAL HARGA VI.2.

16.00 64.00

16,883.00

3,807,116.50

90,735.00

20,460,742.50

34,915.00

2,492,931.00

200,000.00 132,823.00

8,500,672.00

3,200,000.00

38,461,462.00 230,445,934.96

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VI.3. ELEKTRIKAL BANGUNAN POMPA BANJIR

No.

Uraian Pekerjaan

Satuan

I

PANEL

1

Panel Panel Perala Peralatan tan Mekani Mekanikal kal Non Priori Priority ty Ruma Rumah h Pompa Pompa Banjir Banjir Komplite Busbar, Grounding, A, V, Freq, Pilot Lamp. 1). Incom ncomin ing g a.

Kabel NYFGbY, 3x1x(1x300 mm2 ) + 1x(1x300 mm2)

b.


Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

meter

420.00

723,366.00

303,813,720.00

set

1.00

45,500,000.00

45,500,000.00

2). Outgo utgoin ing g a.


set

3.00

12,500,000.00

37,500,000.00

b.


set

3.00

4,750,000.00

14,250,000.00


set

3.00

60,000.00

180,000.00

4). VSS

set

1.00

190,000.00

190,000.00


lot

1.00

11,325,000.00

11,325,000.00


lot

1.00

1,337,500.00

1,337,500.00

7). Accessories (Termination, Labeling, Etc)

lot

1.00

10,850,000.00

10,850,000.00

Sub Total 2

424,946,220.00

Panel Peralatan Peralatan Mekanikal Mekanikal Pompa Non Priority Priority Rumah Pompa Pemadam Pemadam Kebakar Kebakaran an Komplite Busbar, Grounding, A, V, Freq, Pilot Lamp. 1). Incom ncomin ing g a.

Kabel NYFGbY, 3x1x(1x300 mm2) + (1x300 mm2)

b.


meter

420.00

723,366.00

303,813,720.00

set

1.00

45,612,000.00

45,612,000.00


MCCB 63A 50 Ka, 4P

set

1.00

5,500,000.00

5,500,000.00

b.

MCCB 80A, 50kA, 4P

set

2.00

5,650,000.00

11,300,000.00

c.


set

2.00

5,389,000.00

10,778,000.00 180,000.00


set

3.00

60,000.00

4). VSS

set

1.00

190,000.00

190,000.00


lot

1.00

11,325,000.00

11,325,000.00


lot

1.00

1,337,500.00

1,337,500.00


lot

1.00

8,500,000.00

8,500,000.00

Sub Total 3

398,536,220.00

Panel Peralatan Peralatan Mekanikal Mekanikal Pompa Non Priority Priority Rumah Pompa Pemadam Pemadam Kebakar Kebakaran an Komplite Busbar, Grounding, A, V, Freq, Pilot Lamp. 1). Incom ncomin ing g a.

Kabel NYFGbY, 3x1x(1x300 mm2) + (1x300 mm2)

b.


meter

420.00

723,366.00

303,813,720.00

set

1.00

40,000,000.00

40,000,000.00


MCCB 400A, 50 Ka, 4P + RCCB

set

2.00

12,500,000.00

25,000,000.00

b.


set

4.00

6,500,000.00

26,000,000.00

c.


set

-

-


set

3.00

60,000.00

4). VSS

set

1.00

190,000.00

190,000.00


lot

1.00

11,325,000.00

11,325,000.00


lot

1.00

1,337,500.00

1,337,500.00


lot

1.00

10,250,000.00

10,250,000.00

Sub Total 4

180,000.00

418,096,220.00

Panel 8 Peneran ga gan 1). Incom ncomin ing g a.

MCB 40A 2P

b.

Kabel NYY, 4x10mm2

meter

1.00

865,000.00

865,000.00

set

15.00

47,652.00

714,780.00

set

5.00

65,600.00

328,000.00

2). Outgoing a.

MCB 4A

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VI.3. ELEKTRIKAL BANGUNAN POMPA BANJIR

No.

Uraian Pekerjaan

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)


set

3.00

60,000.00

4). VSS

set

1.00

190,000.00

190,000.00


lot

1.00

7,550,000.00

7,550,000.00


lot

1.00

1,257,500.00

1,257,500.00


lot

1.00

410,000.00

410,000.00

Sub Total 5

11,495,280.00

Amature Lampu TL 2x36 watt TKI inbow + Mirror reflector standar

bh

15.00

219,291.00

3,289,365.00

Down Light PLC 2x26 watt

bh

6.00

202,791.00

1,216,746.00

Stop Kontak Daya 300 watt

bh

4.00

31,730.00

126,920.00

Sakelar Tunggal

bh

4.00

22,930.00

91,720.00

Titik Instalasi Cahaya + Upah

t tk

21.00

313,903.00

6,591,963.00

Titik Instalasi Stop Kontak + Upah

t tk

4.00

479,139.00

1,916,556.00

Sub Total II

180,000.00

13,233,270.00

TEST TESTIN ING G COM COMMI MISS SSIO IONI NING NG ELEKTRIKAL

lot

Sub Total TOTAL HARGA VI.3.

1.00

15,000,000.00

15,000,000.00

15,000,000.00 1,281,307,210.00

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VII.1. STRUKTUR STASIUN POMPA AIR BERSIH No.

Uraian Pekerjaan

A

PEKERJAAN TANAH

1

Galian Tanah

2 3 4 5

Satuan

(Rp)

43,008.00

186,049,167.36

241.60

8,122.00

1,962,275.20

3

135.41

102,256.00

13,846,484.96

3

20.23

102,256.00

2,068,638.88

3

2.64

102,256.00

269,955.84

m

Urug Urugan an pas pasir ir pon ponda dasi si Pla Platt P1/ P1/K1 K1 ( t = 10 cm )

(Rp)

4,325.92

m

Urug Urugan an pasir pasir bawa bawah h pas pas.. Bat Batu u kal kalii ( 10 10 cm cm )

Jumlah Harga

3

m

Urug Urugan an pasir pasir bawa bawah h lan lanta taii ( 10 cm )

Harga Satuan

3

m

Timbu imbuna nan n gal galia ian n ke kemba mbali

Volume

m

Sub Total B

204,196,522.24

PEKERJAAN BE BETON Pondasi/ Slope Slop Slope/ e/ Tie Tie Bea Beam m 25 25 x 20 20 cm cm ( K-3 K-350 50 )

m

3

3.58

6

Besi Beton D13

kg

425.02

16,483.00

7,005,604.66

9

Pondasi Ba Batu Kali

3

85.36

285,534.00

24,373,182.24

3

5

m

924,281.00

3,308,925.98

Kolom 1

Kolom olom K1 30 30 x 30 cm cm ( K-35 -350 )

m

8.73

924,281.00

8,068,973.13

2

Besi Beton D10, D16

kg

1,600.64

16,483.00

26,383,349.12

3

Kolom olom K2 35 x 35 cm ( K-350 -350 )

m

3

4.92

924,281.00

4,547,462.52

4

Besi Beton D10, D16

kg

884.62

16,483.00

14,581,191.46

5

Kolom olom K3 35 x 35 cm ( K-350 -350 )

3

m

16.17

924,281.00

14,945,623.77

6

Besi Beton D10, D19

kg

4,642.00

16,483.00

76,514,086.00

Balok 3

1

Bal Balok B1 35 x 20 20 cm ( K-35 -350 )

m

11.34

924,281.00

10,481,346.54

2

Besi Beton D13

kg

1,895.90

16,483.00

31,250,119.70

3

3

Bal Balok B2 35 x 20 20 cm ( K-35 -350 )

m

15.40

924,281.00

14,233,927.40

4

Besi Beton D13

kg

2,574.60

16,483.00

42,437,131.80

924,281.00

6,802,708.16

3

5

Bal Balok B3 45 x 30 30 cm ( K-35 -350 )

m

7.36

6

Besi Beton D22

kg

1,456.50

16,483.00

24,007,489.50

7

Bal Balok B4 40 x 30 30 cm ( K-35 -350 )

3

m

4.15

924,281.00

3,835,766.15

8

Besi Beton D22

kg

907.58

16,483.00

14,959,641.14

3

9

Bal Balok B5 45 x 30 30 cm ( K-35 -350 )

m

6.48

924,281.00

5,989,340.88

10

Besi Beton D19

kg

1,213.60

16,483.00

20,003,768.80

Plat 3

1

Lant Lantai ai dasa dasarr ( t = 25 25 cm cm ) ( K-3 K-350 50 )

m

318.20

688,759.00

219,163,113.80

2

Besi Beton D12

kg

27,105.50

16,483.00

446,779,956.50

3

3

Pela Pelatt Ata Atap p ( t = 12 cm ) ( K-35 K-350 0)

m

154.48

924,281.00

142,782,928.88

4

Besi Beton D10

kg

261,499,498.40

15,864.80

16,483.00

3

5

List Listp plank lank Beto Beton n ( K-35 -350 )

m

10.18

924,281.00

9,409,180.58

6

Besi Beton D10

kg

842.96

16,483.00

13,894,509.68

1

Dind inding ing Beto Beton n ( K-35 -350 )

m

3

190.86

924,281.00

176,408,271.66

2

Besi Beton D12

kg

13,548.40

16,483.00

223,318,277.20

3

Lantai kerja ( K-125 )

m3

624,360.00

Bak Air

Sub Total TOTAL HARGA VII.1.

68.01

42,462,723.60

1,889,448,099.25 2,093,644,621.49

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VII.2. FINISHING STASIUN POMPA AIR BERSIH No.

A. A.1 A.1

Uraian Pekerjaan

Satuan

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

PEKE PEKERJ RJAA AAN N LANT LANTAI AI DASA DASAR R PEKE PEKERJ RJAA AAN N LANT LANTAI AI

1

Peker Pekerjaa jaan n Lantai Lantai Kerami Keramik k heavy heavy duty duty uk. 30 x 30

2

Peker Pekerjaa jaan n Lantai Lantai Kerami Keramik k heavy heavy duty duty uk. 20 x 20

2

116.00

100,845.00

11,698,020.00

2

7.00

103,067.00

721,469.00

2

m m

3

Peker Pekerjaa jaan n Waterpr Waterproof oofing ing terma termasuk suk scree screed d pelind pelindung ung (1:3) (1:3) teba teball 3cm

m

123.00

74,973.00

9,221,679.00

4


m'

16,912.00

1,268,400.00

75.00

Sub Total A.2 A.2

PEKE PEKERJ RJAA AAN N DIND DINDIN ING G

1

Pasang sangan an Dind Dindin ing g Bata Bata 1 : 4

2

Pasa Pasang ngan an Dind Dindin ing g Bat Bata a 1 : 2 ( Tra Trans nsra raam am )

3

22,909,568.00

2

319.00

80,525.00

25,687,475.00

2

159.00

89,072.00

14,162,448.00

2

25.00

103,067.00

2,576,675.00

2

m m

Pasan Pasangan gan dindin dinding g kera keramik mik 20 x 20 20 cm cm heav heavy y duty duty

m

4

Peke Pekerj rjaa aan n Ple Plest ster eran an + Aci Aci ( 1 : 2 )

m

638.55

36,318.00

23,190,858.90

5


m'

71.50

80,069.00

5,724,933.50

6

Pekerjaan Balok Lintoll dan Sill ( Beton K-225 )

m'

82.75

80,069.00

6,625,709.75

2

456.11

25,765.00

11,751,674.15

2

182.44

24,335.00

4,439,677.40

2

56.00

19,790.00

1,108,240.00

2

957.83

31,876.00

30,531,789.08

2

478.91

25,765.00

7

Fini Finish shin ing g Cat Cat Inte Interi rior or ( 2 lap lapis is )

8

Fini Finish shin ing g Cat Cat Ekst Ekster erio iorr ( 2 lapi lapiss )

9 10 11

m m

Pekerj kerjaa aan n Kano Kanop pi Beto Beton n

m

Peke Pekerj rjaa aan n Ple Plest ster eran an + Aci Aci ( 1 : 4 )

m

Peke Pekerj rjaa aan n Fin Finis ishi hing ng Cat Cat Pla Plafo fond nd

m

Sub Total

A.3 1 2 3

12,339,116.15

138,138,596.93

PEKERJ PEKERJAAN AAN KUSE KUSEN N ALUMUN ALUMUNIUM IUM , PINT PINTU U DAN JENDE JENDELA LA Kusen Daun Pintu P1 (Double)

Unit

1.00

5,296,717.00

5,296,717.00

Kusen, Daun Pintu Jendela type AD 1

Unit

2.00

7,589,362.00

15,178,724.00


Unit

2.00

2,156,762.00

4,313,524.00

4

Kusen, Daun Pintu Jendela type AD5

Unit

1.00

5,973,916.00

5,973,916.00

5


Unit

1.00

1,940,083.00

1,940,083.00

6

Kusen Daun Jendela type AW 1

Unit

4.00

6,191,196.00

24,764,784.00

7


Unit

1.00

589,121.00

589,121.00

8


Unit

3.00

930,671.00

2,792,013.00

9


Unit

1.00

349,922.00

349,922.00

10


Unit

3.00

3,138,316.00

Sub Total A.4 A.4 1

9,414,948.00

70,613,752.00

PEKE PEKERJ RJAA AAN N PLAF PLAFON OND D Peker Pekerjaa jaan n Rangka Rangka Plaf Plafon on Kalsi Kalsium um Silik Silikat at Board Board 600x6 600x600 00x60 x60

2

7.00

55,108.00

2

7.00

62,221.00

435,547.00

2

118.00

45,480.00

5,366,640.00

2

m

385,756.00

2

Peker Pekerjaa jaan n Plaf Plafon on Kals Kalsium ium Silika Silikatt Board Board 600x6 600x600 00x60 x60

m

3

Peke Pekerj rjaa aan n Pla Plafo fon n Gyp Gypsu sum m Boa Board rd 12 mm

m

4

Peke Pekerj rjaa aan n Rang Rangka ka Pla Plafo fon n Gyps Gypsum um Boa Board rd 12 12 mm

m

118.00

55,108.00

6,502,744.00

5

List Plafon Gypsum uk. 5 cm

m'

21,803.00

1,635,225.00

75.00

Sub Total A.5 A.5 1 2 3 4 5

14,325,912.00

PEKE PEKERJ RJAA AAN N TOIL TOILET ET DAN DAN PAN PANTR TRY Y Kran Air T 23 B 13 V7N ex Toto

Unit

1.00

150,000.00

150,000.00 1,745,125.00

Kloset duduk CW 660 J / SW 660 J ex.Toto + Accessories

Unit

1.00

1,745,125.00


Unit

1.00

159,000.00

159,000.00

Floor Drain TX1 AV1 ex. Toto

Unit

1.00

100,000.00

100,000.00

Paper holder TX 703 AESV1 ex. Toto

Unit

1.00

90,000.00

90,000.00

6

Tempat sampah ( waste receptacles )

Unit

1.00

300,000.00

300,000.00

7

Penggantung ( Hook ) TS 118 WS ex. Toto

Unit

1.00

75,000.00

75,000.00

8

Soap Holder s6nex. Toto

Unit

1.00

65,000.00

65,000.00

9


Unit

1.00

1,350,000.00

1,350,000.00

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BAR U VII.2. FINISHING STASIUN POMPA AIR BERSIH No.

Uraian Pekerjaan

Satuan

Volume

Harga Sa Satuan (Rp)

Sub Total A.6 A.6

Jumlah Ha Harga (Rp) 4,034,125.00

PEKE PEKERJ RJAA AAN N TAN TANGG GGA A 2

1

Peke Pekerj rjaa aan n Lant Lantai ai Kerami Keramik k heav heavy y duty duty uk. uk. 30 30 x 30

m

100,845.00

852,140.25

2

Pekerjaan Railing

m'

20.00

8.45

865,822.00

17,316,440.00

3

Nosing Keramik 10 x 30 cm

m'

16.90

42,406.00

Sub Total B.1 B.1 B.1 B.1

PEKE PEKERJ RJAA AAN N ATAP ATAP / DAK DAK BETO BETON N PEKE PEKERJ RJAA AAN N DAK DAK BETO BETON N

1

Peke Pekerj rjaa aan n lapi lapisa san n wate waterp rpro roof ofin ing g

2

Pekerjaan Screed Lantai ( 1 : 3 ) + wiremesh + insulasi total tebal 100mm

3


m'

4


Unit

5


m'

m

2

160.00

17,269.00

2,763,040.00

m

2

160.00

90,735.00

14,517,600.00

34,915.00

1,920,325.00

6.00

200,000.00

1,200,000.00

39.00

132,823.00

55.00

Sub Total C

716,661.40

18,885,241.65

5,180,097.00

25,581,062.00

PEKE PEKERJ RJAA AAN N GRO GROUND UND TA TANK Pekerjaan Screed Lantai ( 1 : 3 ) + waterproofing + kawat ayam Waterproofing Dinding Pekerjaan Screed Dak Atap ( 1 : 3 ) + waterproofing + kawat ayam

m

2

1,200.00

91,070.00

109,284,000.00

m

2

1,400.00

17,269.00

24,176,600.00

m

2

1,200.00

91,070.00

Sub Total TOTAL HARGA VII.2.

109,284,000.00

242,744,600.00 537,232,857.58

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VII.3. ELEKTRIKAL BANGUNAN POMPA AIR BERSIH No.

I 1

Uraian Pekerjaan

Satuan

PANEL Panel Peralatan Mekanikal Pompa Non Priority Priority Rumah Pompa Air Air Bersih 1 Komplite Busbar, Grounding, A, V, Freq, Pilot Lamp. 1). Incoming a. Kabel NYFGbY, 3x1x(1x185 mm2) + 1x(1 x 185 mm2) meter b. MCCB 630A, 50kA, 4P + Switch Disc. 630 A set 2). Outgoing a. MCCB 125A, 50kA, 4P + RCCB set b. MCCB 63A, 50kA, 4P + RCCB set 3). Pilot Lamp + Fuse set 4). VSS set 5). Bo Box Panel + Cu.Bar + Wiring lot 6). System Pertanahan lot 7). Accessories ( Termination, Labeling, Etc ) lot

Volume

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

420.00

532,021.00

223,448,820.00

1.00

21,000,000.00

21,000,000.00

4.00

6,500,000.00

26,000,000.00

2.00 3.00

4,750,000.00 60,000.00

9,500,000.00 180,000.00

1.00 1.00

190,000.00 7,550,000.00

190,000.00 7,550,000.00

1.00 1.00

1,337,500.00 6,850,000.00

1,337,500.00 6,850,000.00

Sub Total 2

296,056,320.00

Panel Panel Perala Peralatan tan Mekani Mekanikal kal Pompa Pompa Non Non Priori Priority ty Ruma Rumah h Pompa Pompa Air Air Bersi Bersih h2 Komplite Busbar, Grounding, A, V, Freq, Pilot Lamp. 1). 1). Inco Incomi ming ng a. Kabel NYFGbY, 3 x 1 x ( 1 x 300 mm2 ) meter

420.00

700,000.00

294,000,000.00

set

1.00

12,000,000.00

12,000,000.00

set set set

2.00 4.00 3.00

6,500,000.00 3,600,000.00 60,000.00

13,000,000.00 14,400,000.00 180,000.00

4). VSS 5). Bo Box Panel + Cu.Bar + Wiring

set lot

1.00 1.00

190,000.00 6,300,000.00

190,000.00 6,300,000.00

6). System Pertanahan 7). Accessories ( Termination, Labeling, Etc )

lot lot

1.00 1.00

1,337,500.00 4,750,000.00

1,337,500.00 4,750,000.00

b. 2). 2). a. b. 3).

MCCB 400A, 50kA, 4P + Switch Disc. 400 A Outg Outgo oing ing MCCB 125A, 50kA, 4P + RCCB MCCB 32A, 50kA, 4P + RCCB Pilot Lamp + Fuse

Sub Total 3

Panel Penerangan 1). Incoming a. MCB 40A 2P b. Kabel NYY, 4x10mm2 2). Outgoing a. MCB 4A 3).Pilot Lamp + Fuse 4). VSS 5). Box Panel + Cu.Bar + Wiring 6). System Pentanahan 7). Accessories ( Termination, Labeling, etc )

346,157,500.00

meter set

1.00 30.00

865,000.00 47,652.00

865,000.00 1,429,560.00

set set set lot lot lot

6.00 3.00 1.00 1.00 1.00 1.00

65,600.00 60,000.00 190,000.00 7,550,000.00 1,257,500.00 410,000.00

393,600.00 180,000.00 190,000.00 7,550,000.00 1,257,500.00 410,000.00

Sub Total 4

Amature Lampu TL 2 x 36 watt TKI inbow + Mirror reflector standar Down Light PLC 2x26 watt Stop Kontak Daya 300 watt Sakelar Tunggal Titik Instalasi Cahaya + Upah Titik Instalasi Stop Kontak + Upah

12,275,660.00

bh bh bh bh tt k tt k

20.00 8.00 12.00 4.00 28.00 12.00

219,291.00 202,791.00 31,730.00 22,930.00 313,903.00 479,139.00

Sub Total II

TELEPON Telepon Lantai Dasar - Equipment Equipment Teleph Telephone/ one/ Data Data - Junction Box Telephone Kap 20 20 Pairs, lengkap komponen komponen path panel, panel, Terminal & Accessories - Grounding Sistem maksimal 0,5 W

4,385,820.00 1,622,328.00 380,760.00 91,720.00 8,789,284.00 5,749,668.00

21,019,580.00

lot lot

1.00 1.00

3,778,894.00 1,050,000.00

3,778,894.00 1,050,000.00

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VII.3. ELEKTRIKAL BANGUNAN BANGUNAN POMPA AIR BERSIH No.

Uraian Pekerjaan

- Access Swich c/w Ethernet Switch Switch 24 port port 10/100 10/100 PoE port, 2 port FO Memiliki kemampuan QoS Standart Diffserv - SFP GBIC 1000 Base-LX - Instalasi Instalasi Telephone Telephone - Wiring dari Box Kontrol Telkom ke JB.TL dengan Fiber Optic Cables 50/125 m, SMF, 24 Cores Outdoor Armoured - Wiring dari Box Kontrol Telkom ke JB.TL dengan Jelly Filled Armoured Cable ( STEL K-007 ) 20X2X0.8 mm.sq dalam pipa HDPE - Wiring dari Junction Box Telephone ke Outlet Telephone dengan Indoor Telephone Cable ( STEL K-002 ) 2 X2 X2X0.6 mm.sq d al alam HIP 20 mm - Accessories - Armature Armature Telephone Telephone - Outlet Telephone - Handset Telephone - Supply Supply & Install Install UTP Cat Cat 6, 1 Node - UTP Cat 6 - 4 pairs - Faceplate Ou Outlet Ki Kit, RJ RJ 45 45 Ou Outbow, 1 Por t complete Eu European Wh Whi te te - Modular Jack Cat 6 - Patch Panel RJ45 Cat 6, 48 port - Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot - Cat 6 Cable Assy, Patch Cord, 7 Feet, complete with boot - Wired Management

Satuan

Volume

lot lot

m

1.00 1.00

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

27,832,000.00 3,119,000.00

27,832,000.00 3,119,000.00

141.00

125,544.00

17,701,704.00

m

141.00

140,167.00

19,763,547.00

ttk lot

1.00 1.00

945,088.00 215,000.00

945,088.00 215,000.00

bh bh

1.00 1.00

101,855.00 390,479.00

101,855.00 390,479.00

m unit unit unit unit unit unit

30.00 1.00 1.00 1.00 1.00 1.00 1.00

18,198.00 69,955.00 102,507.00 2,180,044.00 252,107.00 329,107.00 465,000.00

545,940.00 69,955.00 102,507.00 2,180,044.00 252,107.00 329,107.00 465,000.00

Sub Total

III III

TESTI ESTING NG COMMI OMMISS SSIO IONI NING NG ELEKTRIKAL TELEPON Sub Total

TOTAL ELEKTRIKAL BANGUNAN POMPA AIR BERSIH

78,842,227.00

lot lot

1.00 1.00

6,100,000.00 950,000.00

6,100,000.00 950,000.00

7,050,000.00

761,401,287.00

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VII.4. MEKANIKAL BANGUNAN POMPA AIR BERSIH No.

1

2

Uraian Pekerjaan

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

Satuan

Volume

SISTEM PLUMBING Air be bersih To Toilet - Gate Valve dia.20 mm - Pipa PVC Kelas 10 kg/cm2 dia.50 mm - Pipa PVC Kelas 10 kg/cm2 dia.32 mm

bh

1.00

271,739.00

271,739.00

m

20.00

23,396.00

467,920.00

m

12.00

16,130.00

193,560.00

- Pipa PVC Kelas 10 kg/cm2 dia.20 mm

m

8.00

8,922.00

71,376.00

- Pipa PVC Kelas 10 kg/cm2 dia.16 mm

m

11.00

5,893.00

64,823.00


lot

1.00

41,000.00

41,000.00

m

80.00

94,346.00

7,547,680.00

m

4.00

23,396.00

93,584.00

Air bekas Toilet - Pipa PVC AW dia.100 mm - Pipa PVC AW dia.50 mm - Pipa Vent PVC Klas C dia. 25 mm - Testing & Commissioning

I

SISTEM VENTILASI

1

Ruang Pompa Pompa Air Bersih & Hidran Kap. 1440 M /h ( Wall Fan )

2

Pengadaan Pemasangan Power Kabel ke Panel Ventilasi

3

Testing & Commissioning

3

m

15.00

9,775.00

146,625.00

lot

1.00

157,000.00

157,000.00

bh

2.00

2,294,667.00

4,589,334.00

2.00

662,782.00

1,325,564.00

1.00

148,000.00

148,000.00

titik ls

TOTAL HARGA VII.4.

15,118,205.00

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU VIII.1 PAGAR AIRSIDE No.

1

Uraian Pekerjaan

Satuan

Volume

Pagar gar Ai Airside / 13 13.185 .185 M'

Harga Satuan

Jumlah Harga

(Rp)

(Rp)

5,494.00 3

1,098.80

33,806.00

37,146,032.80

3

961.45

845,631.00

813,031,924.95

a

Galian Tanah

m

b

Beton K-250

c

Pagar T-240

m panel

5,494.00

524,907.00

2,883,839,058.00

d

Tiang T-240

bh

5,494.00

425,000.00

2,334,950,000.00

e

Kawat duri

m'

65,925.00

43,600.00

Sub Total 2

Pagar Pagar Airsi Airside de / 6.38 6.380 0 M' (Pag (Pagar ar Keli Kelili ling ng Bang Bangun unan) an)

2,658.00 3

531.60

33,806.00

17,971,269.60

3

465.15

845,631.00

393,345,259.65

2,658.00

524,907.00

1,395,202,806.00

2,658.00

425,000.00

a

Galian Tanah

m

b

Beton K-250

c

Pagar T-240

m panel

d

Tiang T-240

bh

Sub Total 3

2,874,330,000.00

8,943,297,015.75

1,129,650,000.00

2,936,169,335.25

Pintu G er erbang / 8 bh 3

56.27

33,806.00

m panel

3

11.82

8,122.00

96,002.04

1.37

845,631.00

1,158,514.47

Pintu Pagar T-285

bh

16.00

4,131,454.00

66,103,264.00

Kawat duri

m'

240.00

43,600.00

a

Galian Tanah

b

Urug Urugan an Tana Tanah h Kem Kemb bali

c

Beton K-250

d e

m

Sub Total TOTAL HARGA VIII.1 .

1,902,263.62

10,464,000.00

79,724,044.13 11,959,190,395.13

BILL OF QUANTITY ( BOQ ) PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN MEDAN BARU IX.

EAST GATE Uraian Pekerjaan

No.

A. 1 2 3

Jumlah Ha Harga

(Rp)

(Rp)

Volume

Erythrina Christagali

batang

32.00

100,000.00

3,200,000.00

Plumeria Rubra

batang

6.00

200,000.00

1,200,000.00

batang

7.00

685,000.00

Nama Lokal Pohon Dadap Merah / Coral Tree Kamboja Kuning Kelapa Sawit

Harga Sa Satuan

Satuan

Nama Latin

Elias Geunesis

Sub Total A B. 1 2

4,795,000.00

9,195,000.00

Perdu Daun Philo

Philodendron Xanadu

polibag

26.00

32,000.00

832,000.00

Pangkas Kuning

Duranta Repens

polibag

290.00

6,000.00

1,740,000.00

Sub Total B C. 1 2 3 4 5

Penutup Tanah Kembang Kancing Plumbago Drasena Lili Brazil Beringin Putih

6

Rumput Gajah

Axonopus Compresus

7

Simbang Darah

Iresine

2,572,000.00

Gomphrena Globasa

polibag

612.00

2,000.00

1,224,000.00

Plumbago Capensis

polibag

816.00

2,750.00

2,244,000.00

Dracaena

polibag

1,608.00

31,000.00

49,848,000.00

Chlorophytum Comosum sp

polibag

264.00

3,500.00

924,000.00

Ficus Hybrida ex

polibag

1,008.00

40,000.00

40,320,000.00

848.00

10,000.00

8,480,000.00

260.00

7,500.00

1,950,000.00

2

m

polibag

Sub Total C

104,990,000.00

D

Gerbang

1

Peke Pekerj rjaa aan n Pasa Pasang ngan an Batu Batu Kali Kali 1 : 4

m

2

7.56

285,534.00

2,158,637.04

2

Pekerjaan Tulangan

kg

16.80

16,483.00

276,914.40

Pekerjaan Be Beki st sti ng ng

3

2.57

123,997.00

318,672.29

3

2.57

845,631.00

2,173,271.67

2

60.48

80,432.00

4,864,527.36

2

66.02

31,876.90

2,104,512.94

2

66.02

104,214.00

6,880,208.28

2

m

66.02

24,335.00

1,606,596.70

buah

11.00

150,000.00

1,650,000.00

3 4 5 6 7

m

Pekerj kerjaa aan n Beto Beton n K-2 K-250

m

Pasangan Ba Bata

m

Peke Pekerj rjaa aan n Ples Pleste tera ran n & Aci Aci

m

Pekerjaan Pr Profil

8

Pekerjaan Ca Cat

9

Huruf t = 15 cm

m

Sub Total D TOTAL HARGA IX.

22,033,340.68 138,790,340.68

BILL OF QUANTITY (BQ) PAKET 6B - B ANGUNAN PENUNJANG PENUNJANG BANDARA MEDAN BARU I. PEKERJAAN MOBILISASI NO

URAIAN PEKERJAAN

HARGA SATUAN ( Rp )

KAPASITAS

SAT.

5 m3

unit

1.00

350,000.00

30 m3/jam 8-12 ton

ls unit

1.00 3.00

3,500,000.00 350,000.00

unit

1.00

2,500,000.00

VOLUME

1

Truck Mixer

2 3

Bacthing Plant Dump Truck

4

Excavator

8-140Hp

5

Wheel Loader

1-1.6m3

unit

1.00

1,500,000.00

6

Plat Bed Truck

3-4m3

unit

1.00

350,000.00

7

Water Tanker

2500 ltr

unit

1.00

150,000.00

8 9

Generator Set Water Pump

150 kpa 70-100 mm

unit unit

2.00 1.00

500,000.00 150,000.00

10

Concrete Vibrator

2.00

50,000.00

11

Stamper

1.00

50,000.00

II 1

PERALATAN LA LABORATORIUM Pengujian Besi

1.00

1,500,000.00

2

Pengujian Beton

1.00

2,500,000.00

III

PERALATAN SURVEY DLL

1

Theodolite ( T. Station )

unit

1.00

50,000.00

2 3

Waterpass GPS

unit unit

1.00 1.00

25,000.00 25,000.00

4

Kendaraan Operasional Pick Up

unit

1.00

200,000.00

IV

PERLENGKAPAN DIREKSI

1

Komputer PC

unit

2.00

8,800,000.00

2 3

Printer A3 Printer A4

unit unit

2.00 2.00

3,500,000.00 1,200,000.00

4

AC

unit

4.00

3,000,000.00

TOTAL

JUMLAH HARGA ( Rp ) 350,000.00 3,500,000.00 1,050,000.00 2,500,000.00 1,500,000.00 350,000.00 150,000.00 1,000,000.00 150,000.00 100,000.00 50,000.00 1,500,000.00 2,500,000.00 50,000.00 25,000.00 25,000.00 200,000.00 17,600,000.00 7,000,000.00 2,400,000.00 12,000,000.00

54,000,000.00

DAFTAR HARGA SATUAN PEKERJAAN PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU HARGA NO

URAIAN PEKERJAAN

SAT.

VOLUME

SATUAN ( Rp )

1 2 3

STRUKTUR Galian tanah biasa max kedalaman 2m' Galian tanah dengan alat berat Urugan tanah kembali

m3 m3 m3

1.00 1.00 1.00

4

Timbunan tanah dari luar lokasi

m3

1.00

48,005.00

5

Urugan pasir

m3

1.00

102,256.00

6

Beton K-350

m3

1.00

688,759.00

7

Beton K-250

m3

1.00

617,259.00

8

Beton K-225

m3

1.00

578,759.00

9

Beton K-175

m3

1.00

507,259.00

10

Beton K-125

m3

1.00

369,759.00

31,881.00 43,008.00 8,122.00

11

Besi beton

kg

1.00

16,483.00

12

Pasangan batu kali

m3

1.00

285,534.00

13

Lantai kerja K-125

m3

1.00

624,360.00

14

Bekisting multiplex 12 mm (2x pakai)

m2

1.00

123,997.00

15

Beton K-350 + Bekisting

m3

1.00

924,281.00

16


m3

1.00

845,631.00

17


m3

1.00

724,631.00

m2

1.00

97,512.00

m2

1.00

100,845.00

1 2 3

FINISHING Pasangan Lantai Keramik Heavy duty uk.40x40 Pasangan Lantai Keramik Heavy duty uk.30x30 Pasangan Lantai Keramik Heavy duty uk.20x20

m2

1.00

103,067.00

4

Pasangan plint keramik 10x30

m1

1.00

19,134.00

5

Pekerjaan Waterproofing

m2

1.00

17,269.00

6

Pekerjaan Waterproofing termasuk screed pelindung (1:3) tebal 3 cm

m2

1.00

74,973.00

7

Pasangan dinding bata 1 : 4

m1

1.00

80,525.00

8

Pasangan Dinding Bata 1 : 2 ( Trasraam )

m1

1.00

89,072.00

9

Pasangan dinding keramik heavy duty uk. 20x20

m2

1.00

103,067.00

10

Pasangan dinding keramik heavy duty uk. 20x25

m2

1.00

103,067.00

11

Plester + Aci 1 : 2

m2

1.00

36,318.00

12

Plester + Aci 1 : 3

m2

1.00

33,641.00

13

Plester + Aci 1 : 4

m2

1.00

31,876.00

14

Kolom & balok praktis

m2

1.00

80,069.00

15

Meja Beton Finishing marmer

unit

1.00

824,834.00

16

Cat dinding interior 2-3 lapis

m2

1.00

25,765.00

17

Cat dinding exterior 2-3 lapis

m2

1.00

24,335.00

18

Cat kayu

m2

1.00

22,342.00

19

Finishing Beton / Acian

m2

1.00

19,790.00

20

Kusen, Daun Pintu type P1 (170X215) mm (Double)

unit

1.00

5,296,717.00

21 22 23

Kusen, Daun Pintu type P2 (100X215) Kusen, Daun Pintu type P3 (90X215) Kusen, Daun Pintu type P4 (90X215)

unit unit unit

1.00 1.00 1.00

1,982,398.00 1,896,437.00 1,891,817.00

24

Kusen, Daun Pintu type P5 (80X215)

unit

1.00

1,778,356.00

25

Kusen, Daun Jendela type J1 (175X165)

unit

1.00

2,702,028.00

26


unit

1.00

342,726.00

27


unit

1.00

460,150.00

28

Pekerjaan PR 1 (5500x3000)

unit

1.00

7,127,378.00

29


unit

1.00

8,196,028.00

30


unit

1.00

6,982,768.00

31


unit

1.00

5,981,728.00

32


unit

1.00

19,114,485.00

DAFTAR HARGA SATUAN PEKERJAAN PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

NO

URAIAN PEKERJAAN

SAT.

VOLUME

HARGA SATUAN ( Rp ) 11,103,147.00 4,162,406.00 4,328,108.00 538,103.00 989,032.00 4,632,930.00 1,984,503.00 2,480,629.00

33

Kusen, Pintu Jendela type PJ1 (430X300)

unit

1.00

34

Kusen, Pintu type PD1 (170X215)

unit

1.00

35

Pintu Besi PB1 (90X215)

unit

1.00

36

Kusen, Daun Jendela type JA1 (700X550)

unit

1.00

37


unit

1.00

38


unit

1.00

39


unit

1.00

40

Kusen, Daun Jendela Kisi kisi Aluminium (3000X2000) (3000X2000)

unit

1.00

41


unit

1.00

619,649.00

42

Kusen, Daun Pintu type AD1

unit

1.00

7,589,362.00

43


unit

1.00

3,811,126.00

44


unit

1.00

4,632,493.00

45


unit

1.00

2,156,762.00

46


unit

1.00

5,973,916.00

47


unit

1.00

3,463,896.00

48


unit

1.00

1,940,083.00

49

Kusen, Daun Pintu type AW1

unit

1.00

6,191,196.00

50


unit

1.00

1,168,216.00

51


unit

1.00

3,138,316.00

52


unit

1.00

589,121.00

53


unit

1.00

930,671.00

54


unit

1.00

349,922.00

55 56 57

Kusen, Daun Pintu type AW7 Kusen, Daun Pintu type J2 Kusen, Daun Pintu type J3

unit unit unit

1.00 1.00 1.00

3,138,316.00 1,708,591.00 643,960.00

58

Kusen, Daun Pintu type J6

unit

1.00

2,452,759.00

59


unit

1.00

1,984,528.00

60


unit

1.00

5,623,791.00

61

Rolling Door (4200 x 3000)

unit

1.00

7,465,074.00

62

Rangka plafon

m2

1.00

55,108.00

63

Plafond Akustik Board 60x60x15

m2

1.00

148,093.00

64

Urinoir type muslim + Accessories

unit

1.00

4,210,085.00

65

Wastafel L 521 V1A ex. Toto + Assesories

unit

1.00

1,487,601.00

66

Closet duduk CW 660 J / SW 660 J ex. Toto + Assesoris

unit

1.00

1,745,125.00

67

Railling tangga

m1

1.00

865,822.00

68

Dinding alumunium composit panel

m2

1.00

583,772.00

69

Rabat beton t : 10 cm

m2

1.00

56,967.00

70

Pekerjaan waterproofing 3mm

m2

1.00

16,883.00

71

Finishing Kanopy beton

m2

1.00

19,790.00

72

Plafond gypsum board 12 mm

m2

1.00

45,480.00

73

Plafond kalsium silicat board t : 6 mm

m2

1.00

62,221.00

74

Plafond kalsium silicat board t : 15 mm

m2

1.00

88,507.00

75

Finishing dak beton expose + cat

m2

1.00

46,283.00

76


m1

1.00

34,915.00

77

Plafond alumunium linear ceilling

m2

1.00

253,092.00

78

List plafon gypsum

m1

1.00

21,803.00

79

Tangga besi

m1

1.00

337,289.00

80

Nosing keramik 10x30 cm

m1

1.00

42,406.00

81

Atap Spandek Spandek t=0,4mm +Accessories +Accessories

m1

1.00

106,843.00

82

Glaswool

m2

1.00

32,607.00

83

Alumunium foil

m2

1.00

19,834.00

84

Floor Hardener

m2

1.00

110,921.00

85

Pekerjaan Screed Lantai (1:3)+Wiremesh+Insulasi total

m2

1.00

90,735.00

86

Isolasi panas Glasswoll tebal 2" Density 64 kg/m3

m2

1.00

162,758.00

DAFTAR HARGA SATUAN PEKERJAAN PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

87

Pekejaan Screed Dak Atap (1:3)+wiremesh+waterproofing (1:3)+wiremesh+waterproofing

m2

1.00

88

Pekerjaan Pemasangan Talang Air + Pipa PVC AW dia. 4"

m1

1.00

HARGA SATUAN ( Rp ) 91,070.00 132,823.00

1

TL 2 x 36 watt TKI inbow + Mirror Reflector standar

Unit

1.00

219,291.00

2

TL 2 x 36 watt watt TKI inbow + Mirror Reflector Reflector standar + Battery Nicad.

Unit

1.00

1,032,191.00

3

Down Light PLC 2 x 26 watt

Unit

1.00

202,791.00

4

TL 1 x 36 36 watt Balk

Unit

1.00

324,055.00

5

Stop kontak Daya 300 watt watt

Unit

1.00

31,730.00

6

Sakelar tunggal

Unit

1.00

22,930.00

7

Sakelar Seri / Double

Unit

1.00

49,605.00

8

Titik Instalasi cahaya cahaya + Upah

Unit

1.00

313,903.00

NO

URAIAN PEKERJAAN

SAT.

VOLUME

ELEKTRIKAL

9

Titik Instalasi stop kontak + Upah

Unit

1.00

479,139.00

10

Kabel NYY, 4x95 mm2

m1

1.00

257,482.00

11

Kabel NYFGbY 4 x 35 mm

m1

1.00

115,286.00

12

Kabel NYY, 4x95 mm2

m1

1.00

257,482.00

13

Kabel NYY, 4x70 mm2

m1

1.00

209,336.00

14

Kabel NYY, 4x35 mm2

m1

1.00

117,074.00

15

Kabel NYY, 4x50 mm2

m1

1.00

174,536.00

16

Kabel NYY, 4x25 mm2

m1

1.00

89,407.00

17

Kabel NYY, 4x16 mm2

m1

1.00

60,105.00

18

Kabel NYY, 4x10 mm2

m1

1.00

47,652.00

19

Kabel NYY 4x6 mm2

m1

1.00

34,349.00

20

Kabel NYFGbY, 3x1x(1x185 mm2)+1x(1x185 mm2)

m1

1.00

532,021.00

21

Kabel NYY, 3x2x(1x185 mm2)+2x(1x185 mm2)

m1

1.00

999,658.00

22

Kabel NYY, 4x300 mm2

m1

1.00

763,241.00

23

Kabel NYY, 4x120 mm2

m1

1.00

341,047.00

24 25 26

Junction Box Telephone Kap.60 Pairs, lengkap komponen path panel Terminasi & Accessories Junction Box Telephone Kap.20 Pairs, lengkap komponen

Unit

1.00

8,995,094.00

Unit

1.00

3,778,894.00

m1

1.00

125,544.00

m1

1.00

140,167.00

m1

1.00

945,088.00

27

path panel Terminasi & Accessories

28

Wiring dari Box Kontrol Telkom ke JB.TL dengan Fiber Optic Cables

29

50/125 m, SMF, 24 Cores Outdoor Armoured

30

Wiring dari Box Kontrol Telkom ke JB.TL dengan Jelly Filled

31

Armoured Cable ( STEL STEL K-007) 20x2x0.8 mm.sq dalam dalam pipa HDPE

32

Wiring dari Junction Box Telephone ke Outlet Telephone dengan Indoor

33

Telephone Cable Cable (STEL K-002) 2x2x0.6 mm.sq dalam dalam HIP 20 mm

34

Outlet Telephone

unit

1.00

101,855.00

35 36 37

Handset Telephone UTP Cat 6 - 4 pairs Faceplate Outlet Outlet Kit, RJ 45 Outbow, 1 Port complete European White

unit unit unit

1.00 1.00 1.00

390,479.00 18,198.00 69,955.00

38

Modular Jack Cat 6

unit

1.00

102,507.00

39

Patch Panel RJ45 Cat 6, 48 port

unit

1.00

2,180,044.00

40


m1

1.00

252,107.00

41


m1

1.00

329,107.00

42


m1

1.00

723,366.00

43


m1

1.00

821,321.00

44


m1

1.00

1,842,409.00

45


m1

1.00

1,383,759.00

46

Kabel NYFGbY, 3x1x(1x240 mm2)+1x(1x240 mm2)

m1

1.00

694,447.00

47

Kabel NYFGBY, 4x25 mm2

m1

1.00

83,100.00

48

Cabel Tray 600 x 100 mm + Jointing Jointing

m1

1.00

472,587.00

49

Cabel Tray 400 x 100 mm + Jointing Jointing

m1

1.00

380,991.00

DAFTAR HARGA SATUAN PEKERJAAN PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN MEDAN BARU

NO

URAIAN PEKERJAAN

SAT.

VOLUME

HARGA SATUAN ( Rp )

14

ANALISA MEKANIKAL Gate Valve dia.32 mm Gate Valve dia.20 mm Pipa PVC Kelas 10 kg/cm2 dia.50 mm Pipa PVC Kelas 10 kg/cm2 dia.32 mm Pipa PVC Kelas 10 kg/cm2 dia.25 mm Pipa PVC Kelas 10 kg/cm2 dia.20 mm Pipa PVC Kelas 10 kg/cm2 dia.16 mm Pipa PVC Kelas 10 kg/cm2 dia.100 mm Pipa PVC Kelas 10 kg/cm2 dia.80 mm Pipa Vent PVC Klas C dia.25 mm Fan Kap.135 m3/h ( Ceilling Fan ) Fan Kap.360 m3/h ( Wall Fan ) Fan Kap.1140 m3/h ( Wall Fan ) Pengadaan dan pemasangan power kabel fan

1

Pagar BRC T-240 (Galvanized)

m1

1.00

524,907.00

2

Pintu Pagar BRC T-285 (Galvanized)

m3

1.00

4,131,454.00

3

Galian Tanah Biasa maks kedalaman 2 m'

m3

1.00

33,806.00

4

Urugan tanah kembali

m3

1.00

8,122.00

5

Urugan pasir

m3

1.00

102,256.00

6

Beton K-250

m3

1.00

650,003.00

7

Besi beton

kg

1.00

16,483.00

8

Bekisting multiplex 12 mm (2x pakai)

m2

1.00

123,997.00

1 2 3 4 5 6 7 8 9 10 11 12 13

unit

1.00

321,239.00

unit

1.00

271,739.00

m1

1.00

23,396.00

m1

1.00

16,130.00

m1

1.00

16,796.00

m1

1.00

8,922.00

m1

1.00

5,893.00

m1

1.00

94,346.00

m1

1.00

70,146.00

m1

1.00

9,775.00

unit

1.00

1,997,253.00

unit

1.00

1,922,867.00

unit

1.00

2,294,667.00

unit

1.00

662,782.00

ANALISA JALAN DAN PAGAR

9

Beton K-250

m3

1.00

617,259.00

10

Beton K-100

m3

1.00

803,324.00

11 12 13

Plester + Aci 1 : 4 Pasangan dinding bata 1 : 4 Pekerjaan Profil

m2 m2 m2

1.00 1.00 1.00

31,876.00 80,432.00 104,214.00

Medan,……………..

PT./ CV.

………………………….

Jabatan

ANALISA HARGA SATUAN PEKERJAAN PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU ANALISA PEKERJAAN STRUKTUR NO.

1

URAIAN PEKERJAAN

KOEF

Galian tanah biasa max kedalaman 2m' A.

Bahan

B.

Upah 1 Tukang gali 2 Mandor

C.

Alat 1 Alat bantu

SAT.

1.00000

m3

HARGA SATUAN (Rp)

0.52600

org/hari

47,000.00

24,722.00

0.05260

org/hari

62,000.00

3,261.20

1.00000

ls ls

1,000.00

1,000.00

JUMLAH

28,983.20

PROFIT + OH 10 %

2,898.32

TOTAL

31,881.52

DIBULATKAN

2

31,881.00

Galian tanah dengan alat berat A.

Bahan

B.

Upah 1 Pekerja 2 Mandor

C.

Alat 1 Excavator 2 D u mp T r u c k 3 Alat Bantu

1.00000

m3

0.29076

ja jam

5,875.00

1,708.19

0.09692

ja jam

7,750.00

751.12

0.09692

ja jam

341,750.00

33,121.93

0.01720

ja jam

175,450.00

3,017.46

1.00000

ls ls

500.00

500.00

JUMLAH

39,098.70

PROFIT + OH 10 %

3,909.87

TOTAL

43,008.57 43,008.00

DIBULATKAN

3

Urugan tanah kembali A.

Bahan

B.

Upah 1 Tukang gali 2 Mandor

C.

Alat 1 Alat bantu

JLH. HARGA (Rp)

1.00000

m3

0.12000

org/hari

47,000.00

5,640.00

0.01200

org/hari

62,000.00

744.00

1.00000

ls ls

1,000.00

1,000.00

JUMLAH

7,384.00

PROFIT + OH 10 %

738.40

TOTAL

8,122.40

Page 54 of 6

NO.

URAIAN PEKERJAAN

KOEF

SAT.

HARGA SATUAN (Rp)

DIBULATKAN

4

Timbunan tanah dari luar lokasi A.

B.

C.

Bahan 1 Tanah timbun / merah Upah 1 Pekerja 2 Mandor Alat 1 2 3 4 5 6

1.00000

m3

1.20000

m3 m3

15,000.00

18,000.00

0.30000

or o rg/jam

5,875.00

1,762.50

0.01000

or o rg/jam

7,750.00

77.50

Excavator

0.02500

ja jam

341,750.00

8,543.75

Wheel Loader

0.01500

ja jam

329,000.00

4,935.00

Dump Truck 20 ton

0.02500

ja jam

175,450.00

4,386.25

Motor Grader

0.01100

ja jam

316,750.00

3,484.25

Vibrator Roller

0.01000

ja jam

233,600.00

2,336.00

Water Tank truck

0.00100

ja jam

115,875.00

115.88

JUMLAH

43,641.13

PROFIT + OH 10 %

4,364.11

TOTAL

48,005.24 48,005.00

DIBULATKAN

5

Urugan pasir A.

B.

C.

Bahan 1 Pasir urug Upah 1 Pekerja 2 Mandor Alat 1 Alat bantu

1.00000

m3

1.20000

m3 m3

60,000.00

72,000.00

0.30000

or o rg/hari

47,000.00

14,100.00

0.03000

or o rg/hari

62,000.00

1,860.00

1.00000

ls ls

5,000.00

5,000.00

JUMLAH

92,960.00

PROFIT + OH 10 %

9,296.00

TOTAL

102,256.00 102,256.00

DIBULATKAN

6

Beton K-350 A.

B.

C.

JLH. HARGA (Rp) 8,122.00

Bahan 1 Readymix K-350 Upah 1 Pekerja 2 Tukang batu 3 Kepala tukang batu 4 Mandor Alat 1 Concrete vibrator 2 Alat Bantu

1.00000

m3

1.00000

m3 m3

590,000.00

590,000.00

0.55000

or o rg/hari

47,000.00

25,850.00

0.12500

or o rg/hari

57,000.00

7,125.00

0.01250

or o rg/hari

67,000.00

837.50

0.00125

or o rg/hari

62,000.00

77.50

0.04000

ja jam

43,875.00

1,755.00

1.00000

500.00

500.00

JUMLAH

626,145.00

Page 55 of 6

NO.

URAIAN PEKERJAAN

KOEF

SAT.

HARGA SATUAN (Rp)

PROFIT + OH 10 % TOTAL DIBULATKAN

7

Beton K-250 A.

B.

C.


1.00000

m3

1.00000

m3 m3

525,000.00

525,000.00

0.55000

o rg/hari

47,000.00

25,850.00

0.12500

o rg/hari

57,000.00

7,125.00

0.01250

o rg/hari

67,000.00

837.50

0.00125

o rg/hari

62,000.00

77.50

0.04000

ja jam

43,875.00

1,755.00

1.00000

500.00

500.00

JUMLAH

561,145.00

PROFIT + OH 10 %

56,114.50

TOTAL

617,259.50 617,259.00

DIBULATKAN

8

Beton K-225 A.

B.

C.


1.00000

m3

1.00000

m3 m3

490,000.00

490,000.00

0.55000

o rg/hari

47,000.00

25,850.00

0.12500

o rg/hari

57,000.00

7,125.00

0.01250

o rg/hari

67,000.00

837.50

0.00125

o rg/hari

62,000.00

77.50

0.04000

ja jam

43,875.00

1,755.00

1.00000

500.00

500.00

JUMLAH

526,145.00

PROFIT + OH 10 %

52,614.50

TOTAL

578,759.50 578,759.00

DIBULATKAN

9

Beton K-175 A.

B.

C.

Bahan 1 Readymix K-175 Upah 1 Pekerja 2 Tukang batu 3 Kepala tukang batu 4 Mandor Alat 1 Concrete vibrator

JLH. HARGA (Rp) 62,614.50 688,759.50 688,759.00

1.00000

m3

1.00000

m3 m3

425,000.00

425,000.00

0.55000

o rg/hari

47,000.00

25,850.00

0.12500

o rg/hari

57,000.00

7,125.00

0.01250

o rg/hari

67,000.00

837.50

0.00125

o rg/hari

62,000.00

77.50

0.04000

ja jam

43,875.00

1,755.00

Page 56 of 6

NO.

URAIAN PEKERJAAN 2

Alat Bantu

KOEF

SAT.

1.00000

HARGA SATUAN (Rp) 500.00

JUMLAH

461,145.00

PROFIT + OH 10 %

46,114.50

TOTAL

507,259.50

507,259.00

DIBULATKAN

9

Beton K-125 A.

B.

C.


1.00000

m3

1.00000

m3 m3

300,000.00

300,000.00

0.55000

or o rg/hari

47,000.00

25,850.00

0.12500

or o rg/hari

57,000.00

7,125.00

0.01250

or o rg/hari

67,000.00

837.50

0.00125

or o rg/hari

62,000.00

77.50

0.04000

ja jam

43,875.00

1,755.00

1.00000

500.00

500.00

JUMLAH

336,145.00

PROFIT + OH 10 %

33,614.50

TOTAL

369,759.50

369,759.00

DIBULATKAN

10

Besi beton A.

B.

C.

Bahan 1 Besi beton 2 Kawat beton Upah 1 Pekerja 2 Tukang besi 3 Kepala tukang besi 4 Mandor Alat 1 Alat Bantu

1.00000

kg

1.05000

k kg g

9,800.00

10,290.00

0.01000

k kg g

18,500.00

185.00

0.02500

or o rg/hari

47,000.00

1,175.00

0.01500

or o rg/hari

57,000.00

855.00

0.01000

or o rg/hari

67,000.00

670.00

0.00500

or o rg/hari

62,000.00

310.00

1.00000

ls ls

1,500.00

1,500.00

JUMLAH

14,985.00

PROFIT + OH 10 %

1,498.50

TOTAL

16,483.50 16,483.00

DIBULATKAN

11

Pasangan batu kali A.

B.

Bahan 1 Batu belah 2 Portland cement 3 Pasir pasang Upah 1 Pekerja

JLH. HARGA (Rp) 500.00

1.00000

m3

1.20000

m3 m3

120,000.00

144,000.00

0.95000

za zak

55,000.00

52,250.00

0.04500

m3 m3

85,000.00

3,825.00

0.75000

or o rg/hari

47,000.00

35,250.00

Page 57 of 6

NO.

URAIAN PEKERJAAN

C.

KOEF

SAT.

2

Tukang batu

0.35000

o rg/hari

3

Kepala tukang batu

0.01125

o rg/hari

4

Mandor

0.01690

o rg/hari

1.00000

ls ls

Alat 1 Alat

HARGA SATUAN (Rp) 57,000.00 67,000.00 62,000.00

2,500.00

JUMLAH

25,957.66

TOTAL

285,534.21

285,534.00

DIBULATKAN

Lantai kerja K-125 (Pengecoran Manual) A.

B.

C.

Bahan 1 Portland cement 2 Pasir beton 3 Split pecah mesin 2/3

Upah 1 Pekerja 2 Tukang batu 3 Kepala tukang batu 4 Mandor Alat 1 Alat

1.00000

m3

3.95600

za zak

55,000.00

0.55000

m3 m3

90,000.00

49,500.00

0.93000

m3 m3

185,000.00

172,050.00

2.00000

o rg/hari

47,000.00

94,000.00

0.50000

o rg/hari

57,000.00

28,500.00

0.05000

o rg/hari

67,000.00

3,350.00

0.01000

o rg/hari

62,000.00

620.00

1.00000

ls ls

2,000.00

2,000.00 567,600.00

PROFIT + OH 10 %

56,760.00

TOTAL

624,360.00 624,360.00

DIBULATKAN

Bekisting multiplex 12 mm (2x pakai) A.

B.

C.

Bahan 1 Broti ( Kayu klas III ) 2 Multiplex 12 mm (2 x pakai) 3 Paku Upah 1 Pekerja 2 Tukang kayu 3 Kepala tukang kayu 4 Mandor 5 Tuka Tukang ng Kayu ayu 1/2 1/2 Tera Teramp mpil il (Bon (Bongk gka ar Ceta Ceta Alat 1 Alat bantu

1.00000

m2

0.02500

m3 m3

3,250,000.00

81,250.00

0.02500

lb l br

120,000.00

3,000.00

0.25000

kg kg

10,000.00

2,500.00

0.25000

o rg/hari

47,000.00

11,750.00

0.15000

o rg/hari

57,000.00

8,550.00

0.01500

o rg/hari

67,000.00

1,005.00

0.01000

o rg/hari

62,000.00

620.00

0.025 .02500 00

o rg/hari

62,000.00

1,550.00

1.00000

ls ls

2,500.00

2,500.00

JUMLAH

112,725.00

PROFIT + OH 10 %

11,272.50

TOTAL

123,997.50 123,997.00

DIBULATKAN

14

217,580.00

JUMLAH

13

2,500.00 259,576.55

PROFIT + OH 10 %

12

JLH. HARGA (Rp) 19,950.00 753.75 1,047.80


Page 58 of 6

NO.

URAIAN PEKERJAAN

KOEF

Beton K-350 A.

Bahan 1 Readymix K-350 2 Bekisting/ Cetakan

B.

Upah

C.

Alat 1 Scafolding/ Perancah 2 Alat Bantu

SAT.

HARGA SATUAN (Rp)

1.00000

m3

1.00000

m3 m3

688,759.00

688,759.00

1.00000

m2 m2

123,997.00

123,997.00

1.00000

Ls Ls

25,000.00

25,000.00

1.00000

2,500.00

2,500.00

TOTAL

840,256.00

PROFIT + OH 10 %

84,025.60

TOTAL

924,281.60

924,281.00

DIBULATKAN

15

JLH. HARGA (Rp)


1.00000

m3

1.00000

m3 m3

617,259.00

617,259.00

1.00000

m2 m2

123,997.00

123,997.00

1.00000

Ls Ls

25,000.00

25,000.00

1.00000

2,500.00

2,500.00

Beton K-250 A.

Bahan 1 Readymix K-250 2 Bekisting/ Cetakan

B.

Upah

C.


TOTAL

768,756.00

PROFIT + OH 10 %

76,875.60

TOTAL

845,631.60

845,631.00

DIBULATKAN

16

Beton K-175 + Bekisting Beton K-175 A. Bahan 1 Readymix K-175 2 Bekisting/ Cetakan B.

Upah

C.


1.00000

m3

1.00000

m3 m3

507,259.00

507,259.00

1.00000

m2 m2

123,997.00

123,997.00

1.00000

Ls Ls

25,000.00

25,000.00

1.00000

2,500.00

2,500.00

TOTAL

658,756.00

PROFIT + OH 10 %

65,875.60

TOTAL

724,631.60 724,631.00

DIBULATKAN

Page 59 of 6

ANALISA HARGA SATUAN PEKERJAAN PAKET 6B - BANGUNAN PENUNJANG BANDARA BANDARA MEDAN BARU ANALISA PEKERJAAN FINISHING NO.

1

URAIAN PEKERJAAN

KOEF

Pasangan Lantai Keramik Heavy duty uk.40x40 A.

B.

C.

Bahan 1 2 3 4 Upah 1 2 3 4

SAT.

1.00000

m2

HARGA SA SATUAN (Rp)

Keramik 40x40 KW 1

1.01000

m2 m2

40,000.00

40,400.00


0.16000

za zak

55,000.00

8,800.00

Pasir pasang

0.03000

m3 m3

85,000.00

2,550.00

Semen warna

0.01300

k kg g

1,500.00

19.50

Pekerja Tukang

0.18750 0.37500

org/hari org/hari

47,000.00 57,000.00

8,812.50 21,375.00

Kepala tukang

0.07500

org/hari

67,000.00

5,025.00

Mandor

0.01880

org/hari

62,000.00

1,165.60

ls ls

500.00

500.00

Alat 1

Alat bantu

1.00000

JUMLAH

88,647.60

PROFIT + OH 10 %

8,864.76

TOTAL

97,512.36

DIBULATKAN

2

97,512.00


B.

C.

Bahan 1 2 3 4 Upah 1 2 3 4

1.00000

m2

Keramik 30x30 KW 1

1.01000

m2 m2

43,000.00

43,430.00


0.16000

za zak

55,000.00

8,800.00

Pasir pasang

0.03000

m3 m3

85,000.00

2,550.00

Semen warna

0.01300

k kg g

1,500.00

19.50

Pekerja

0.18750

org/hari

47,000.00

8,812.50

Tukang

0.37500

org/hari

57,000.00

21,375.00

Kepala tukang

0.07500

org/hari

67,000.00

5,025.00

Mandor

0.01880

org/hari

62,000.00

1,165.60

ls ls

500.00

500.00

Alat 1

Alat bantu

1.00000

JUMLAH

91,677.60

PROFIT + OH 10 %

9,167.76

TOTAL

100,845.36

DIBULATKAN

3

100,845.00 1.00000

m2

Keramik 20x20 KW 1 Portland cement (50 kg)

1.01000 0.16000

m2 m2 za zak

45,000.00 55,000.00

45,450.00 8,800.00

Pasir pasang

0.03000

m3 m3

85,000.00

2,550.00

Semen warna

0.01300

k kg g

1,500.00

19.50


B.

JLH. HA HARGA (Rp)

Bahan 1 2 3 4 Upah

Page 60 of 34

NO.

URAIAN PEKERJAAN

C.

KOEF

SAT.

1

Pekerja

0.18750

or org/hari

2

Tukang

0.37500

or org/hari

3

Kepala tukang

0.07500

or org/hari

4

Mandor

or org/hari

1

Alat bantu

1.00000

0.01880

HARGA SA SATUAN (Rp) 47,000.00 57,000.00 67,000.00 62,000.00

Alat ls ls

500.00

JUMLAH

9,369.76

TOTAL

103,067.36

DIBULATKAN

103,067.00

Pekerjaan Waterproofing A.

B.

C.

Bahan 1

Upah 1 2 3 4

1.00000

m2


0.02500

ro roll

550,000.00

Pekerja

0.00150

or org/hari

47,000.00

70.50

Tukang

0.02150

or org/hari

57,000.00

1,225.50

Kepala tukang

0.00215

or org/hari

67,000.00

144.05

Mandor

or org/hari

62,000.00

9.30

Alat bantu

1.00000

ls ls

500.00

500.00

0.00015

JUMLAH

15,699.35

PROFIT + OH 10 %

1,569.94

TOTAL

17,269.29

DIBULATKAN

17,269.00 1.00000

m2

0.03889

ro roll

550,000.00

21,388.89


0.28290

za z ak

55,000.00

15,559.50

Pasir pasang

0.02850

m3 m3

85,000.00

2,422.50

Pekerja

0.28600

or org/hari

47,000.00

13,442.00

Pekerjaan Waterproofing termasuk screed pelindung (1:3) tebal A.

B.

C.

Bahan 1 2 3

Upah 1 2 3 4


Tukang

0.21400

or org/hari

57,000.00

12,198.00

Kepala tukang

0.02100

or org/hari

67,000.00

1,407.00

Mandor

or org/hari

62,000.00

1,240.00

Alat bantu

1.00000

ls ls

500.00

500.00

0.02000

Alat 1

JUMLAH

68,157.89

PROFIT + OH 10 %

6,815.79

TOTAL

74,973.68

DIBULATKAN

6

74,973.00 1.00000

Pasangan plint keramik 10x40 A.

13,750.00

Alat 1

5

500.00 93,697.60

PROFIT + OH 10 %

4

JLH. HA HARGA (Rp) 8,812.50 21,375.00 5,025.00 1,165.60

Bahan Page 61 of 34

m1

NO.

URAIAN PEKERJAAN

B.

C.

KOEF

SAT.

HARGA SA SATUAN (Rp) 10,000.00 55,000.00 85,000.00 1,500.00

1

Keramik 10x40 KW 1

1.01000

m1 m1

2


0.01600

za z ak

3

Pasir pasang

0.00300

m3 m3

4

Semen warna

0.00130

k kg g

Pekerja

0.01875

or org/hari

47,000.00

881.25

Tukang

0.03750

or org/hari

57,000.00

2,137.50

Kepala tukang

0.00750

or org/hari

67,000.00

502.50

Mandor

or org/hari

62,000.00

116.56

Alat bantu

1.00000

ls ls

500.00

500.00

Upah 1 2 3 4

0.00188

Alat 1

JUMLAH

15,374.76

PROFIT + OH 10 %

1,537.48

TOTAL

16,912.24

DIBULATKAN

7

16,912.00 1.00000

m1

1.01000

m1 m1

12,000.00

12,120.00


0.01600

za z ak

55,000.00

880.00

Pasir pasang

0.00300

m3 m3

85,000.00

255.00

Semen warna

0.00130

k kg g

1,500.00

1.95

Pekerja

0.01875

or org/hari

47,000.00

881.25

Pasangan plint keramik 10x30 A.

B.

C.

Bahan 1 2 3 4 Upah 1 2 3 4

Keramik 10x30 KW 1

Tukang

0.03750

or org/hari

57,000.00

2,137.50

Kepala tukang

0.00750

or org/hari

67,000.00

502.50

Mandor

or org/hari

62,000.00

116.56

Alat bantu

1.00000

ls ls

500.00

500.00

0.00188

Alat 1

JUMLAH

17,394.76

PROFIT + OH 10 %

1,739.48

TOTAL

19,134.24

DIBULATKAN

8

19,134.00 1.00000

Pasangan dinding bata 1 : 4 A.

B.

C.

JLH. HA HARGA (Rp) 10,100.00 880.00 255.00 1.95

Bahan 1 2 3 Upah 1 2 3 4

m2

Bata merah

70.00000

bh bh

500.00

35,000.00


0.23000

za z ak

55,000.00

12,650.00

Pasir pasang

0.04300

m3 m3

85,000.00

3,655.00

Pekerja

0.30000

or org/hari

47,000.00

14,100.00

Tukang

0.10000

or org/hari

57,000.00

5,700.00

Kepala tukang

0.01000

or org/hari

67,000.00

670.00

Mandor

or org/hari

62,000.00

930.00

Alat bantu

1.00000

ls ls

500.00

500.00

0.01500

Alat 1

JUMLAH

73,205.00

PROFIT + OH 10 %

7,320.50

TOTAL

80,525.50

Page 62 of 34

NO.

URAIAN PEKERJAAN

KOEF

SAT.

HARGA SATUAN (Rp)

DIBULATKAN

9

1.00000

m2

70.00000

bh bh

500.00

35,000.00


0.37900

za z ak

55,000.00

20,845.00

Pasir pasang

0.03800

m3 m3

85,000.00

3,230.00

Pekerja

0.30000

or org/hari

47,000.00

14,100.00

Tukang

0.10000

or org/hari

57,000.00

5,700.00

Kepala tukang

0.01000

or org/hari

67,000.00

670.00

Mandor

or org/hari

62,000.00

930.00

Alat bantu

1.00000

ls ls

500.00

500.00

Pasangan Dinding Bata 1 : 2 ( Trasraam ) A.

B.

C.

Bahan 1 2 3 Upah 1 2 3 4

Bata merah

0.01500

Alat 1

JUMLAH

80,975.00

PROFIT + OH 10 %

8,097.50

TOTAL

89,072.50

DIBULATKAN

10

89,072.00 1.00000

m2

1.01000

m2 m2

45,000.00

45,450.00


0.16000

za z ak

55,000.00

8,800.00

Pasir pasang

0.03000

m3 m3

85,000.00

2,550.00

Semen warna

0.01300

k kg g

1,500.00

19.50

Pekerja

0.18750

or org/hari

47,000.00

8,812.50

Pasangan dinding keramik heavy duty uk. 20x20 A.

B.

C.

Bahan 1 2 3 4 Upah 1 2 3 4

Keramik 20x20 KW 1

Tukang

0.37500

or org/hari

57,000.00

21,375.00

Kepala tukang

0.07500

or org/hari

67,000.00

5,025.00

Mandor

or org/hari

62,000.00

1,165.60

Alat bantu

1.00000

ls ls

500.00

500.00

0.01880

Alat 1

JUMLAH

93,697.60

PROFIT + OH 10 %

9,369.76

TOTAL

103,067.36

DIBULATKAN

11

103,067.00 1.00000

Pasangan dinding keramik heavy duty uk. 20x25 A.

B.

C.


Bahan 1 2 3 4 Upah 1 2 3 4

m2

Keramik 20x25 KW 1

1.01000

m2 m2

45,000.00

45,450.00


0.16000

za z ak

55,000.00

8,800.00

Pasir pasang

0.03000

m3 m3

85,000.00

2,550.00

Semen warna

0.01300

k kg g

1,500.00

19.50

Pekerja

0.18750

or org/hari

47,000.00

8,812.50

Tukang

0.37500

or org/hari

57,000.00

21,375.00

Kepala tukang

0.07500

or org/hari

67,000.00

5,025.00

Mandor

or org/hari

62,000.00

1,165.60

Alat Page 63 of 34

0.01880

NO.

URAIAN PEKERJAAN 1

Alat bantu

KOEF

SAT.

1.00000

ls ls

HARGA SATUAN (Rp) 500.00

JUMLAH

93,697.60

PROFIT + OH 10 %

9,369.76

TOTAL

103,067.36

DIBULATKAN

12

103,067.00 1.00000

m2


0.20440

za z ak

55,000.00

11,242.00

Pasir pasang

0.02000

m3 m3

85,000.00

1,700.00

Pekerja

0.20000

or org/hari

47,000.00

9,400.00

Plester + Aci 1 : 2 A.

B.

C.

Bahan 1 2 Upah 1 2 3 4

Tukang

0.15000

or org/hari

57,000.00

8,550.00

Kepala tukang

0.01500

or org/hari

67,000.00

1,005.00

Mandor

or org/hari

62,000.00

620.00

Alat bantu

1.00000

ls ls

500.00

500.00

0.01000

Alat 1

JUMLAH

33,017.00

PROFIT + OH 10 %

3,301.70

TOTAL

36,318.70

DIBULATKAN

13

36,318.00 1.00000

m2


0.15552

za z ak

55,000.00

8,553.60

Pasir pasang

0.02300

m3 m3

85,000.00

1,955.00

Pekerja

0.20000

or org/hari

47,000.00

9,400.00


B.

C.


Tukang

0.15000

or org/hari

57,000.00

8,550.00

Kepala tukang

0.01500

or org/hari

67,000.00

1,005.00

Mandor

or org/hari

62,000.00

620.00

Alat bantu

1.00000

ls ls

500.00

500.00

0.01000

Alat 1

JUMLAH

30,583.60

PROFIT + OH 10 %

3,058.36

TOTAL

33,641.96

DIBULATKAN

14

33,641.00 1.00000

m2


0.12480

za z ak

55,000.00

6,864.00

Pasir pasang

0.02400

m3 m3

85,000.00

2,040.00

Pekerja

0.20000

or org/hari

47,000.00

9,400.00

Tukang

0.15000

or org/hari

57,000.00

8,550.00

Kepala tukang

0.01500

or org/hari

67,000.00

1,005.00

Mandor

or org/hari

62,000.00

620.00


B.

C.


Bahan 1 2 Upah 1 2 3 4 Alat

Page 64 of 34

0.01000

NO.

URAIAN PEKERJAAN 1

Alat bantu

KOEF

SAT.

1.00000

ls ls

HARGA SAT UA UAN (Rp) 500.00

JUMLAH

28,979.00

PROFIT + OH 10 %

2,897.90

TOTAL

31,876.90

DIBULATKAN

15

31,876.00 1.00000

m1

Beton K-225

0.01440

m3 m3

578,759.00

8,334.13

Besi beton

2.49600

kg kg

16,483.00

41,141.57

Kolom & balok praktis A.

B.

C.

Bahan 1 2 3 4 5 Upah 1 2 3 4

Kaso kayu borneo

0.00255

m3 m3

3,250,000.00

8,287.50

Papan

0.15000

m2 m2

56,000.00

8,400.00

Paku

0.10000

Kg Kg

10,000.00

1,000.00

Pekerja

0.01800

or org/hari

47,000.00

846.00

Tukang

0.04050

or org/hari

57,000.00

2,308.50

Kepala tukang

0.02250

or org/hari

67,000.00

1,507.50

Mandor

or org/hari

62,000.00

465.00

Alat bantu

1.00000

ls ls

500.00

500.00

0.00750

Alat 1

JUMLAH

72,790.20

PROFIT + OH 10 %

7,279.02

TOTAL

80,069.22

DIBULATKAN

16

80,069.00 1.00000

unit

Beton K-225

0.50000

m3 m3

578,759.00

289,379.50

Besi beton

20.00000

kg kg

16,483.00

329,660.00

Papan

0.15000

m2 m2

56,000.00

8,400.00

Paku

0.01000

Kg Kg

10,000.00

100.00

Marmer

0.50000

m2 m2

120,000.00

60,000.00

Pekerja

0.40000

or org/hari

47,000.00

18,800.00

Meja Beton Finishing marmer A.

B.

C.

Bahan 1 2 3 4 5 Upah 1 2 3 4

Tukang

0.55000

or org/hari

57,000.00

31,350.00

Kepala tukang

0.10000

or org/hari

67,000.00

6,700.00

Mandor

or org/hari

62,000.00

4,960.00

Alat bantu

1.00000

ls ls

500.00

500.00

0.08000

Alat 1

JUMLAH

749,849.50

PROFIT + OH 10 %

74,984.95

TOTAL

824,834.45

DIBULATKAN

17

824,834.00

Cat dinding interior 2-3 lapis A.


Bahan 1 2 3 4

1.00000

m2

Cat tembok

0.25000

kg kg

22,000.00

5,500.00

Plamir tembok

0.16000

kg kg

12,000.00

1,920.00

Rol cat

0.01000

bh bh

8,000.00

80.00

Ampelas

0.50000

lb lbr

500.00

250.00

Page 65 of 34

NO.

URAIAN PEKERJAAN

B.

C.

Upah 1 2 3 4

KOEF

SAT.

HARGA SAT UA UAN (Rp)

Pekerja

0.09000

or org/hari

47,000.00

4,230.00

Tukang

0.17150

or org/hari

57,000.00

9,775.50

Kepala tukang

0.01815

or org/hari

67,000.00

1,216.05

Mandor

or org/hari

62,000.00

387.50

Steger

0.04250

ls ls

1,500.00

63.75

0.00625

Alat 1

JUMLAH

23,422.80

PROFIT + OH 10 %

2,342.28

TOTAL

25,765.08

DIBULATKAN

18

25,765.00 1.00000

m2

0.17500

kg kg

24,000.00

4,200.00

Plamir tembok

0.16000

kg kg

12,000.00

1,920.00

Rol cat

0.01000

bh bh

8,000.00

80.00

Ampelas

0.50000

lb lbr

500.00

250.00

Pekerja

0.09000

or org/hari

47,000.00

4,230.00

Cat dinding exterior 2-3 lapis A.

B.

C.

Bahan 1 2 3 4 Upah 1 2 3 4

Cat tembok

Tukang

0.17150

or org/hari

57,000.00

9,775.50

Kepala tukang

0.01815

or org/hari

67,000.00

1,216.05

Mandor

or org/hari

62,000.00

387.50

Steger

0.04250

ls ls

1,500.00

63.75

0.00625

Alat 1

JUMLAH

22,122.80

PROFIT + OH 10 %

2,212.28

TOTAL

24,335.08

DIBULATKAN

19

24,335.00

Cat kayu A.

B.

C.

JLH. HARGA (Rp)

Bahan 1 2 3 4 5 6 Upah 1 2 3 4

1.00000

m2

Meni kayu

0.16700

kg kg

12,000.00

Plamir

0.08300

kg kg

12,000.00

2,004.00 996.00

Cat kayu

0.20000

kg kg

25,000.00

5,000.00

Ampelas

0.40000

lb lbr

500.00

200.00

Minyak cat

0.15000

lt ltr

15,000.00

2,250.00

Kuas

0.05000

bh bh

2,000.00

100.00

Pekerja

0.07000

or org/hari

47,000.00

3,290.00

Tukang

0.10500

or org/hari

57,000.00

5,985.00

Kepala tukang

0.00400

or org/hari

67,000.00

268.00

Mandor

or org/hari

62,000.00

155.00

Steger

0.04250

ls ls

1,500.00

63.75

0.00250

Alat 1

JUMLAH

20,311.75

PROFIT + OH 10 %

2,031.18

TOTAL

22,342.93

Page 66 of 34

NO.

URAIAN PEKERJAAN

KOEF

SAT.

HARGA SAT UA UAN (Rp)

DIBULATKAN

20

1.00000

m2


0.06500

za z ak

55,000.00

3,575.00

Pekerja

0.15000

or org/hari

47,000.00

7,050.00

Finishing Beton / Acian A.

B.

C.

Bahan 1 Upah 1 2 3 4

Tukang

0.10000

or org/hari

57,000.00

5,700.00

Kepala tukang

0.01000

or org/hari

67,000.00

670.00

Mandor

or org/hari

62,000.00

496.00

Alat bantu

1.00000

ls ls

500.00

500.00

0.00800

Alat 1

JUMLAH

17,991.00

PROFIT + OH 10 %

1,799.10

TOTAL

19,790.10

DIBULATKAN

21 21.1

19,790.00

PINTU & JENDELA 1.00000

unit

m3

Cat kayu

0.22515 8.81000

m2 m2

Door Closer (DC)

2.00000

bh bh

Door Stop (DS)

2.00000

Handle (HD)

Kunci

Engsel 4"

Kusen, Daun Pintu type P1 (170X215) mm (Double) A.

B.

C.

Bahan 1 2 3 4 5 6 7

Upah 1 2 3 4

3,250,000.00

731,737.50

22,342.00

196,833.02

250,000.00

500,000.00

bh bh

35,000.00

70,000.00

1.00000

bh bh

150,000.00

150,000.00

1.00000

bh bh

250,000.00

250,000.00

4.00000

bh bh

12,000.00

48,000.00

Daun Pintu dibuat 2 Buah

2.00000

bh bh

1,946,570.52

3,893,141.04

Pekerja

2.37300

or org/hari

47,000.00

111,531.00

Tukang

10.20050

or org/hari

57,000.00

581,428.50

Kepala tukang

1.07180

or org/hari

67,000.00

71,810.60

Mandor

or org/hari

62,000.00

7,286.86

Alat bantu

1.00000

ls ls

150,000.00

150,000.00


0.11753

Alat 1

JUMLAH

4,815,198.00

PROFIT + OH 10 %

481,519.80

TOTAL

5,296,717.80

DIBULATKAN

21.2


5,296,717.00

Kusen, Daun Pintu type P2 (100X215)

A.

Bahan 1 2 3 4 5 6

1.00000

unit

m3

3,250,000.00

360,912.50

m2 m2

22,342.00

125,673.75 250,000.00

Cat kayu


0.11105 5.62500

Door Closer (DC)

1.00000

bh bh

250,000.00

Door Stop (DS)

1.00000

bh bh

35,000.00

35,000.00

Handle (HD)

1.00000

bh bh

150,000.00

150,000.00

Lockset

1.00000

bh bh

250,000.00

250,000.00

Page 67 of 34

NO.

URAIAN PEKERJAAN

B.

C.

KOEF

SAT.

HARGA SA SATUAN (Rp) 12,000.00 160,000.00

7

Engsel 4"

1.00000

bh bh

8

Kaca es tebal 5 mm

0.14000

m2 m2

Pekerja

1.44900

or org/hari

47,000.00

68,103.00

Tukang

6.20613

or org/hari

57,000.00

353,749.13

Kepala tukang

0.66633

or org/hari

67,000.00

44,643.78

Mandor

or org/hari

62,000.00

4,698.05

Alat bantu

1.00000

ls ls

125,000.00

125,000.00

Upah 1 2 3 4

0.07578

Alat 1

JUMLAH

1,802,180.20

PROFIT + OH 10 %

180,218.02

TOTAL

1,982,398.22

DIBULATKAN

21.3

1,982,398.00

Kusen, Daun Pintu type P3 (90X215) A.

B.

C.

Bahan 1 2 3 4 5 6 7 8 Upah 1 2 3 4

1.00000

unit

3,250,000.00

360,912.50

0.11105 5.17000

m3

Cat kayu

m2 m2

22,342.00

115,508.14

Door Closer (DC)

1.00000

bh bh

250,000.00

250,000.00

Door Stop (DS)

1.00000

bh bh

35,000.00

35,000.00

Handle (HD)

1.00000

bh bh

150,000.00

150,000.00

Lockset

1.00000

bh bh

250,000.00

250,000.00


Engsel 4"

1.00000

bh bh

12,000.00

12,000.00

Kaca es tebal 5 mm

0.14000

m2 m2

160,000.00

22,400.00

Pekerja

1.31700

or org/hari

47,000.00

61,899.00

Tukang

5.63550

or org/hari

57,000.00

321,223.50

Kepala tukang

0.60840

or org/hari

67,000.00

40,762.80

Mandor

or org/hari

62,000.00

4,328.22

Alat bantu

1.00000

ls ls

100,000.00

100,000.00

0.06981

Alat 1

JUMLAH

1,724,034.16

PROFIT + OH 10 %

172,403.42

TOTAL

21.4

1,896,437.58

DIBULATKAN Kusen, Daun Pintu type P4 (90X215) A. Bahan 1 Kayu balok Kamper Medan 2 Cat kayu 3 Door Closer (DC) 4 Door Stop (DS) 5 Handle (HD) 6 Lockset 7 Engsel 4"

B.

C.

JLH. HA HARGA (Rp) 12,000.00 22,400.00

Upah 1 2 3 4

1,896,437.00 1.00000

unit

0.11665 5.17000

m3

3,250,000.00

379,112.50

m2 m2

22,342.00

115,508.14

1.00000

bh bh

250,000.00

250,000.00

1.00000

bh bh

35,000.00

35,000.00

1.00000

bh bh

150,000.00

150,000.00

1.00000

bh bh

250,000.00

250,000.00

1.00000

bh bh

12,000.00

12,000.00

Pekerja

1.31700

or org/hari

47,000.00

61,899.00

Tukang

5.63550

or org/hari

57,000.00

321,223.50

Kepala tukang

0.60840

or org/hari

67,000.00

40,762.80

Mandor

or org/hari

62,000.00

4,328.22

Alat bantu

1.00000

ls ls

100,000.00

100,000.00

0.06981

Alat 1

Page 68 of 34

NO.

URAIAN PEKERJAAN

KOEF

SAT.


JUMLAH

1,719,834.16

PROFIT + OH 10 %

171,983.42

TOTAL

21.5

1,891,817.58

DIBULATKAN Kusen, Daun Pintu type P5 (80X215)

A.

B.

C.

Bahan 1 2 3 4 5 6 7 Upah 1 2 3 4

1,891,817.00 1.00000

unit

m3

Cat kayu

0.11665 4.71500

m2 m2

Door Closer (DC)

1.00000

bh bh

Door Stop (DS)

1.00000

Handle (HD)

Lockset

3,250,000.00

379,112.50

22,342.00

105,342.53

250,000.00

250,000.00

bh bh

35,000.00

35,000.00

1.00000

bh bh

150,000.00

150,000.00

1.00000

bh bh

250,000.00

250,000.00

Engsel 4"

1.00000

bh bh

12,000.00

12,000.00

Pekerja

1.18500

or org/hari

47,000.00

55,695.00


Tukang

5.06488

or org/hari

57,000.00

288,697.88

Kepala tukang

0.55048

or org/hari

67,000.00

36,881.83

Mandor

or org/hari

62,000.00

3,958.39

Alat bantu

1.00000

ls ls

50,000.00

50,000.00

0.06385

Alat 1

JUMLAH

1,616,688.12

PROFIT + OH 10 %

161,668.81

TOTAL

21.6

1,778,356.93

DIBULATKAN Kusen, Daun Jendela type J1 (175X165)

A.

B.

C.

Bahan 1 2 3 4 5 Upah 1 2 3 4

1,778,356.00 1.00000

unit

2.88750

m2

410,000.00

1,183,875.00

18.70000

m1

45,000.00

841,500.00

2.00000

bh

10,000.00

20,000.00

Kait angin

2.00000

bh

10,000.00

20,000.00

Engsel jendela

2.00000

bh

8,000.00

16,000.00

Kaca Tempered polos 8mm Aluminium Frame Window (AW) Spring knip

Pekerja

0.86625

or org/hari

47,000.00

40,713.75

Tukang

3.46500

or org/hari

57,000.00

197,505.00

Kepala tukang

0.34650

or org/hari

67,000.00

23,215.50

Mandor

or org/hari

62,000.00

3,580.50

Alat bantu

1.00000

ls ls

110,000.00

110,000.00

0.05775

Alat 1

JUMLAH

2,456,389.75

PROFIT + OH 10 %

245,638.98

TOTAL

2,702,028.73

DIBULATKAN

21.7

2,702,028.00 1.00000

unit


0.32000

m2

Kusen, Daun Jendela type J4 (80X40) A.

JLH. HA HARGA (Rp)

Bahan 1 2 3 4 5

410,000.00

131,200.00


2.40000

m1

45,000.00

108,000.00

Spring knip

1.00000

bh

10,000.00

10,000.00

Kait angin

1.00000

bh

10,000.00

10,000.00

Engsel jendela

1.00000

bh

8,000.00

8,000.00

Page 69 of 34

NO.

URAIAN PEKERJAAN

B.

C.

Upah 1 2 3 4

KOEF

SAT.

HARGA SATUAN (Rp)

Pekerja

0.09600

or org/hari

47,000.00

4,512.00

Tukang

0.38400

or org/hari

57,000.00

21,888.00

Kepala tukang

0.03840

or org/hari

67,000.00

2,572.80

Mandor

or org/hari

62,000.00

396.80

Alat bantu

1.00000

ls ls

15,000.00

15,000.00

0.00640

Alat 1

JUMLAH

311,569.60

PROFIT + OH 10 %

31,156.96

TOTAL

342,726.56

DIBULATKAN

21.8

342,726.00 1.00000

unit


0.46000

m2

410,000.00

188,600.00


3.10000

m1

45,000.00

139,500.00

Spring knip

1.00000

bh

10,000.00

10,000.00

Kait angin

1.00000

bh

10,000.00

10,000.00

Engsel jendela

1.00000

bh

8,000.00

8,000.00

Kusen, Daun Jendela type J5 (1150X40) A.

B.

C.

Bahan 1 2 3 4 5 Upah 1 2 3 4 Alat 1

Pekerja

0.13800

or org/hari

47,000.00

6,486.00

Tukang

0.55200

or org/hari

57,000.00

31,464.00

Kepala tukang

0.05520

or org/hari

67,000.00

3,698.40

Mandor

or org/hari

62,000.00

570.40

Alat bantu

1.00000

ls ls

20,000.00

20,000.00

0.00920

JUMLAH

418,318.80

PROFIT + OH 10 %

41,831.88

TOTAL

21.9

460,150.68

DIBULATKAN Pekerjaan PR 1 (5500x3000)

A.

B.

C.

JLH. HARGA (Rp)

Bahan 1 2 3 4 5 6 7 8 9 Upah 1 2 3 4

460,150.00 1.00000

unit

1.93500

m2

410,000.00

793,350.00

43.00000

m1

45,000.00

1,935,000.00

Kaca Tempered polos 8mm Aluminium Frame Window (AW) Taekwood 9 mm

1.15538

lbr

105,000.00

121,315.10

Kaca clear 5 mm

m2

110,000.00

1,269,400.00

Door Closer (DC)

11.54000 1.00000

bh bh

250,000.00

250,000.00

Door Stop (DS)

1.00000

bh bh

35,000.00

35,000.00

Handle (HD)

1.00000

bh bh

150,000.00

150,000.00

Cylinder Lock (CL)

1.00000

bh bh

125,000.00

125,000.00

Engsel 4"

3.00000

bh bh

12,000.00

36,000.00

Pekerja

4.95000

or org/hari

47,000.00

232,650.00

Tukang

19.80000

or org/hari

57,000.00

1,128,600.00

Kepala tukang

1.98000

or org/hari

67,000.00

132,660.00

Mandor

or org/hari

62,000.00

20,460.00

Alat bantu

1.00000

ls ls

250,000.00

250,000.00

0.33000

Alat 1

JUMLAH

6,479,435.10

PROFIT + OH 10 %

647,943.51

TOTAL

7,127,378.61

Page 70 of 34

NO.

URAIAN PEKERJAAN

HARGA SATUAN (Rp)

KOEF

SAT.

1.00000

unit

3.87000

m2

40.00000

m1

1.15538

lbr

9.60500 2.00000

DIBULATKAN

20.10 Pekerjaan PR 2 (5500x3000) A.

B.

C.

Bahan 1 2 3 4 5 6 7 8 9 Upah 1 2 3 4 Alat 1

Kaca Tempered polos 8mm Aluminium Frame Window (AW) Taekwood 9 mm Kaca clear 5 mm Door Closer (DC)

Door Stop (DS)

Handle (HD)

2.00000

Cylinder Lock (CL)

Engsel 4"

Pekerja

Tukang Kepala tukang Mandor Alat bantu

1.00000

-

410,000.00

1,586,700.00

45,000.00

1,800,000.00

105,000.00

121,315.10

m2

110,000.00

1,056,550.00

bh bh

250,000.00

500,000.00

bh bh

35,000.00

150,000.00

300,000.00

2.00000

bh bh

125,000.00

250,000.00

6.00000

bh bh

12,000.00

72,000.00

4.95000

or org/hari

47,000.00

232,650.00

19.80000

or org/hari

57,000.00

1,128,600.00

1.98000

or org/hari

67,000.00

132,660.00

or org/hari

62,000.00

20,460.00

ls ls

250,000.00

250,000.00

0.33000

7,450,935.10

PROFIT + OH 10 %

745,093.51

TOTAL

8,196,028.61

DIBULATKAN

8,196,028.00

20.11 Pekerjaan PR 3 (5975x3000)

B.

C.

Bahan 1 2 3 4 5 6 7 8 9 Upah 1 2 3 4

1.00000

unit

m2


410,000.00

-

47.90000

m1

45,000.00

Taekwood 9 mm

1.15538

lbr

105,000.00

121,315.10

Kaca clear 5 mm

m2

110,000.00

1,639,000.00

Door Closer (DC)

14.90000 1.00000

bh bh

250,000.00

250,000.00

Door Stop (DS)

bh bh

Handle (HD)

1.00000

Cylinder Lock (CL)

Engsel 4"

Pekerja

Tukang Kepala tukang Mandor

Alat bantu

1.00000


-

35,000.00

2,155,500.00

-

bh bh

150,000.00

150,000.00

1.00000

bh bh

125,000.00

125,000.00

1.00000

bh bh

12,000.00

12,000.00

5.37750

or org/hari

47,000.00

252,742.50

21.51000

or org/hari

57,000.00

1,226,070.00

2.15100

or org/hari

67,000.00

144,117.00

or org/hari

62,000.00

22,227.00

ls ls

250,000.00

250,000.00

0.35850

Alat 1

JUMLAH

6,347,971.60

PROFIT + OH 10 %

634,797.16

TOTAL

6,982,768.76

DIBULATKAN

6,982,768.00

20.12 Pekerjaan PR 5 (5500x3000) A.

-

bh bh

JUMLAH

A.

JLH. HARGA (Rp) 7,127,378.00

Bahan 1 2

Aluminium Frame Window (AW) Taekwood 9 mm

Page 71 of 34

1.00000

unit

46.00000

m1

45,000.00

2,070,000.00

1.15538

lbr

105,000.00

121,315.10

NO.

URAIAN PEKERJAAN 3

B.

C.

Upah 1 2 3 4

KOEF

Kaca clear 5 mm

SAT.

13.47500

m2

HARGA SATUAN (Rp) 110,000.00

Pekerja

4.95000

or org/hari

47,000.00

232,650.00

Tukang

19.80000

or org/hari

57,000.00

1,128,600.00

Kepala tukang

1.98000

or org/hari

67,000.00

132,660.00

Mandor

or org/hari

62,000.00

20,460.00

Alat bantu

1.00000

ls ls

250,000.00

250,000.00

0.33000

Alat 1

JUMLAH

5,437,935.10

PROFIT + OH 10 %

543,793.51

TOTAL

5,981,728.61

DIBULATKAN

5,981,728.00

20.13 Pekerjaan PR 6 (16500x3000)

A.

B.

C.

Bahan 1 2 3 4 5 6 7 8 9 Upah 1 2 3 4

1.00000

unit

5.67000

m2

410,000.00

2,324,700.00

123.00000

m1

45,000.00

5,535,000.00

3.46615

lbr

105,000.00

363,945.31

34.75500 1.00000

m2

110,000.00

3,823,050.00

bh bh

250,000.00

250,000.00

Kaca Tempered polos 8mm Aluminium Frame Window (AW) Taekwood 9 mm Kaca clear 5 mm Door Closer (DC)

Door Stop (DS)

-

bh bh

35,000.00

Handle (HD)

1.00000

bh bh

150,000.00

150,000.00

Cylinder Lock (CL)

1.00000

bh bh

125,000.00

125,000.00

Engsel 4"

1.00000

bh bh

12,000.00

12,000.00

Pekerja

14.85000

or org/hari

47,000.00

697,950.00

Tukang

59.40000

or org/hari

57,000.00

3,385,800.00

Kepala tukang

5.94000

or org/hari

67,000.00

397,980.00

Mandor

or org/hari

62,000.00

61,380.00

Alat bantu

1.00000

ls ls

250,000.00

250,000.00

0.99000

JUMLAH

17,376,805.31

PROFIT + OH 10 %

1,737,680.53

TOTAL

19,114,485.84

DIBULATKAN

19,114,485.00

20.14 Kusen, Pintu Jendela type PJ1 (430X300) (430X300)

B.

-

Alat 1

A.

JLH. HARGA (Rp) 1,482,250.00

Bahan 1 2 3 4 5 6 Upah 1 2 3 4

1.00000

unit

Kaca Reflective polos 8mm

6.42000

m2

220,000.00

1,412,400.00


4.80000

m2

410,000.00

1,968,000.00

6.42000

m2

450,000.00

2,889,000.00

Stainless steel (SST) Floor hinges

2.00000

bh

450,000.00

900,000.00

Pull handle Handle (frameless)

2.00000

pair

220,000.00

440,000.00

4.00000

bh

180,000.00

720,000.00

Patch fiting

Pekerja

4.95000

or org/hari

47,000.00

232,650.00

Tukang

19.80000

or org/hari

57,000.00

1,128,600.00

Kepala tukang

1.98000

or org/hari

67,000.00

132,660.00

Mandor

or org/hari

62,000.00

20,460.00

Page 72 of 34

0.33000

NO.

URAIAN PEKERJAAN C.

KOEF

SAT.

1.00000

ls ls

HARGA SATUAN (Rp)

Alat 1

Alat bantu

250,000.00

JUMLAH

1,009,377.00

TOTAL

11,103,147.00

DIBULATKAN 20.15 Kusen, Pintu type PD1 (170X215)

B.

C.

Bahan 1 2 3 4 5 Upah 1 2 3 4

11,103,147.00 1.00000

unit

3.65500

m2

410,000.00

1,498,550.00

18.00000

m1

45,000.00

810,000.00

Kaca Tempered polos 8mm Aluminium Frame Window (AW) Engsel pintu

3.00000

ps

150,000.00

450,000.00

Lockset

1.00000

bh

250,000.00

250,000.00

1.00000

bh

190,000.00

190,000.00

Pull Handle (PH)

Pekerja

1.09650

or org/hari

47,000.00

51,535.50

Tukang

4.38600

or org/hari

57,000.00

250,002.00

Kepala tukang

0.43860

or org/hari

67,000.00

29,386.20

Mandor

or org/hari

62,000.00

4,532.20

Alat bantu

1.00000

ls ls

250,000.00

250,000.00

0.07310

Alat 1

JUMLAH

3,784,005.90

PROFIT + OH 10 %

378,400.59

TOTAL

4,162,406.49

DIBULATKAN

4,162,406.00

20.16 Pintu Besi PB1 (90X215) A.

B.

C.

Bahan 1 2 3 4 5 Upah 1 2 3 4

1.00000

unit

Pintu besi

1.93500

m2

1,300,000.00

2,515,500.00

Engsel pintu

3.00000

ps

150,000.00

450,000.00

Lockset

1.00000

bh

250,000.00

250,000.00

Pull Handle (PH)

1.00000

bh

190,000.00

190,000.00

Aksesories (10% x Harga Pintu)

0.10000

Ls

2,515,500.00

251,550.00

Pekerja

0.58050

or org/hari

47,000.00

27,283.50

Tukang

2.32200

or org/hari

57,000.00

132,354.00

Kepala tukang

0.23220

or org/hari

67,000.00

15,557.40

Mandor

or org/hari

62,000.00

2,399.40

Alat bantu

1.00000

ls ls

100,000.00

100,000.00

0.03870

Alat 1

JUMLAH

3,934,644.30

PROFIT + OH 10 %

393,464.43

TOTAL

4,328,108.73

DIBULATKAN

4,328,108.00

20.17 Kusen, Daun Jendela type JA1 (700X550) A.

250,000.00 10,093,770.00

PROFIT + OH 10 %

A.

JLH. HARGA (Rp)

Bahan 1 2 3 4

1.00000

unit


0.38500

m2

410,000.00

157,850.00


5.00000

m1

45,000.00

225,000.00

Spring knip

1.00000

bh

10,000.00

10,000.00

Kait angin

2.00000

bh

10,000.00

20,000.00

Page 73 of 34

NO.

URAIAN PEKERJAAN 5

B.

C.

Upah 1 2 3 4

KOEF

Engsel jendela

SAT.

2.00000

bh

HARGA SA SATUAN (Rp) 8,000.00

Pekerja

0.11550

or org/hari

47,000.00

5,428.50

Tukang

0.46200

or org/hari

57,000.00

26,334.00

Kepala tukang

0.04620

or org/hari

67,000.00

3,095.40

Mandor

or org/hari

62,000.00

477.40

Alat bantu

1.00000

ls ls

25,000.00

25,000.00

0.00770

Alat 1

JUMLAH

489,185.30

PROFIT + OH 10 %

48,918.53

TOTAL

538,103.83

DIBULATKAN

538,103.00

20.18 Kusen, Daun Jendela type JA2 (1400X550) (1400X550) A.

B.

C.

Bahan 1 2 3 4 5 Upah 1 2 3 4

1.00000

unit


0.77000

m2

410,000.00

315,700.00


8.35000

m1

45,000.00

375,750.00

Spring knip

2.00000

bh

10,000.00

20,000.00

Kait angin

4.00000

bh

10,000.00

40,000.00

Engsel jendela

4.00000

bh

8,000.00

32,000.00

Pekerja

0.23100

or org/hari

47,000.00

10,857.00

Tukang

0.92400

or org/hari

57,000.00

52,668.00

Kepala tukang

0.09240

or org/hari

67,000.00

6,190.80

Mandor

or org/hari

62,000.00

954.80

Alat bantu

1.00000

ls ls

45,000.00

45,000.00

0.01540

Alat 1

JUMLAH

899,120.60

PROFIT + OH 10 %

89,912.06

TOTAL

989,032.66

DIBULATKAN

989,032.00


B.

C.

JLH. HA HARGA (Rp) 16,000.00

Bahan 1 2 3 3 4 Upah 1 2 3 4

1.00000

unit

4.63750

m2

410,000.00

1,901,375.00

33.35000

m1

45,000.00

1,500,750.00

Spring knip

4.00000

bh

10,000.00

40,000.00

Kait angin

8.00000

bh

10,000.00

80,000.00

Engsel jendela

8.00000

bh

8,000.00

64,000.00

Kaca Tempered polos 8mm Aluminium Frame Window (AW)

Pekerja

1.39125

or org/hari

47,000.00

65,388.75

Tukang

5.56500

or org/hari

57,000.00

317,205.00

Kepala tukang

0.55650

or org/hari

67,000.00

37,285.50

Mandor

or org/hari

62,000.00

5,750.50

Alat bantu

1.00000

ls ls

200,000.00

200,000.00

0.09275

Alat 1

JUMLAH

4,211,754.75

PROFIT + OH 10 %

421,175.48

TOTAL

4,632,930.23

Page 74 of 34

NO.

URAIAN PEKERJAAN

KOEF

SAT.

1.00000

unit

HARGA SATUAN (Rp)

DIBULATKAN

20.20 Kusen, Daun Jendela type JA4 (2650X1750) A. Bahan 1 Kaca Tempered polos 8mm 2 Aluminium Frame Window (AW) 3 Spring knip 3 Kait angin 4 Engsel jendela B.

C.

Upah 1 2 3 4

1.45750

m2

410,000.00

597,575.00

17.75000

m1

45,000.00

798,750.00

4.00000

bh

10,000.00

40,000.00

8.00000

bh

10,000.00

80,000.00

8.00000

bh

8,000.00

64,000.00

Pekerja

0.43725

org/hari

47,000.00

20,550.75

Tukang

1.74900

org/hari

57,000.00

99,693.00

Kepala tukang

0.17490

org/hari

67,000.00

11,718.30

0.02915

org/hari

62,000.00

1,807.30

ls ls

90,000.00

90,000.00

Mandor

Alat 1

Alat bantu

1.00000

JUMLAH

1,804,094.35

PROFIT + OH 10 %

180,409.44

TOTAL

1,984,503.79

DIBULATKAN

1,984,503.00

20.21 Kusen, Daun Jendela Kisi kisi Aluminium (3000X2000) A.

B.

C.

Bahan 1 2 3 3 4 Upah 1 2 3 4

1.00000

unit

1.82188

m2

410,000.00

746,968.75

22.18750

m1

45,000.00

998,437.50

5.00000

bh

10,000.00

50,000.00

Kait angin

10.00000

bh

10,000.00

100,000.00

Engsel jendela

10.00000

bh

8,000.00

80,000.00

Pekerja

0.54656

org/hari

47,000.00

25,688.44

Kaca Tempered polos 8mm Aluminium Frame Window (AW) Spring knip

Tukang

2.18625

org/hari

57,000.00

124,616.25

Kepala tukang

0.21863

org/hari

67,000.00

14,647.88

Mandor

0.03644

org/hari

62,000.00

2,259.13

ls ls

90,000.00

112,500.00

Alat 1

Alat bantu

1.25000

JUMLAH

2,255,117.94

PROFIT + OH 10 %

225,511.79

TOTAL

2,480,629.73

DIBULATKAN

2,480,629.00


B.

JLH. HARGA (Rp) 4,632,930.00

Bahan 1 2 3 4 5 Upah 1 2 3

1.00000

unit


0.40246

m2

410,000.00

165,009.42


2.58600

m1

45,000.00

116,370.00

Spring knip

5.00000

bh

10,000.00

50,000.00

Kait angin

10.00000

bh

10,000.00

100,000.00

Engsel jendela

10.00000

bh

8,000.00

80,000.00

Pekerja

0.12074

or org/hari

47,000.00

5,674.71

Tukang

0.48295

or org/hari

57,000.00

27,528.40

Kepala tukang

0.04830

or org/hari

67,000.00

3,235.79

Page 75 of 34

NO.

URAIAN PEKERJAAN

C.

KOEF

4

Mandor

0.00805

1

Alat bantu

1.00000

SAT. or org/hari

HARGA SA SATUAN (Rp) 62,000.00

Alat ls ls

15,000.00

JUMLAH

56,331.74

TOTAL

619,649.12

DIBULATKAN

619,649.00

20.23 Kusen, Daun Pintu type AD1

B.

C.

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

1.00000

unit

9.36000

m2

220,000.00

2,059,200.00

2.34000

m2

410,000.00

959,400.00

Kaca Tempered polos 8mm Pintu panel kayu

4.68000

m2

25,765.00

120,580.20

30.85000

m1

45,000.00

1,388,250.00

4.00000

bh

10,000.00

40,000.00

Kait angin

4.00000

bh

10,000.00

40,000.00

Engsel jendela

4.00000

bh

8,000.00

32,000.00

Pengecatan pintu Aluminium Frame Window (AW) Spring knip

Lockset

1.00000

set

250,000.00

250,000.00

Handle

1.00000

bh

150,000.00

150,000.00

Engsel pintu

3.00000

bh

12,000.00

36,000.00

Door closer

1.00000

bh

250,000.00

250,000.00

Door stop

1.00000

bh

35,000.00

35,000.00

Pekerja

3.72300

or org/hari

47,000.00

174,981.00

Tukang

14.89200

or org/hari

57,000.00

848,844.00

Kepala tukang

1.48920

or org/hari

67,000.00

99,776.40

Mandor

or org/hari

62,000.00

15,388.40

Alat bantu

1.00000

ls ls

400,000.00

400,000.00

0.24820

Alat 1

JUMLAH

6,899,420.00

PROFIT + OH 10 %

689,942.00

TOTAL

7,589,362.00

DIBULATKAN 20.24 Kusen, Daun Pintu type AD2 A. Bahan 1 Kaca Tempered polos 8mm 2 Pintu panel kayu 3 Pengecatan pintu 4 Aluminium Frame Window (AW) 5 Spring knip 6 Kait angin 7 Engsel jendela 8 Lockset 9 Handle 10 Engsel pintu 11 Door closer 12 Door stop

B.

15,000.00 563,317.38

PROFIT + OH 10 %

A.

JLH. HA HARGA (Rp) 499.05

Upah 1 2 3 4

7,589,362.00 1.00000

unit

2.12400

m2

220,000.00

467,280.00

2.34000

m2

410,000.00

959,400.00

4.68000

m2

22,342.00

104,560.56

11.59000

m1

45,000.00

521,550.00

1.00000

bh

10,000.00

10,000.00

2.00000

bh

10,000.00

20,000.00

2.00000

bh

8,000.00

16,000.00

1.00000

set

250,000.00

250,000.00

1.00000

bh

150,000.00

150,000.00

3.00000

bh

12,000.00

36,000.00

1.00000

bh

250,000.00

250,000.00

1.00000

bh

35,000.00

35,000.00

Pekerja

1.55220

or org/hari

47,000.00

72,953.40

Tukang

6.20880

or org/hari

57,000.00

353,901.60

Kepala tukang

0.62088

or org/hari

67,000.00

41,598.96

Mandor

or org/hari

62,000.00

6,415.76

Page 76 of 34

0.10348

NO.

URAIAN PEKERJAAN C.

KOEF

SAT.

1.00000

ls ls


Alat 1

Alat bantu

170,000.00

JUMLAH

346,466.03

TOTAL

3,811,126.31

DIBULATKAN

3,811,126.00


B.

C.

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

1.00000

unit

3.69000

m2

220,000.00

811,800.00

Pintu panel kayu

2.34000

m2

410,000.00

959,400.00

Pengecatan pintu

4.68000

m2

22,342.00

104,560.56

16.00000

m1

45,000.00

720,000.00

Spring knip

2.00000

bh

10,000.00

20,000.00

Kait angin

2.00000

bh

10,000.00

20,000.00

2.00000

bh

8,000.00

16,000.00



Engsel jendela Lockset

1.00000

set

250,000.00

250,000.00

Handle

1.00000

bh

150,000.00

150,000.00

Engsel pintu

3.00000

bh

12,000.00

36,000.00

Door closer

1.00000

bh

250,000.00

250,000.00

Door stop

1.00000

bh

35,000.00

35,000.00

Pekerja

2.02200

or org/hari

47,000.00

95,034.00

Tukang

8.08800

or org/hari

57,000.00

461,016.00

Kepala tukang

0.80880

or org/hari

67,000.00

54,189.60

Mandor

or org/hari

62,000.00

8,357.60

Alat bantu

1.00000

ls ls

220,000.00

220,000.00

0.13480

Alat 1

JUMLAH

4,211,357.76

PROFIT + OH 10 %

421,135.78

TOTAL

4,632,493.54

DIBULATKAN

4,632,493.00

20.26 Kusen, Daun Pintu type AD4 A.

B.

C.

170,000.00 3,464,660.28

PROFIT + OH 10 %

A.

JLH. HA HARGA (Rp)

Bahan 1 2 3 4 5 6 7 Upah 1 2 3 4

1.00000

unit

Pintu panel kayu

1.89000

m2

410,000.00

Pengecatan pintu

3.78000

m2

22,342.00

84,452.76

Lockset

1.00000

set

250,000.00

250,000.00 150,000.00

774,900.00

Handle

1.00000

bh

150,000.00

Engsel pintu

3.00000

bh

12,000.00

36,000.00

Door closer

1.00000

bh

250,000.00

250,000.00

Door stop

1.00000

bh

35,000.00

35,000.00

Pekerja

0.90000

or org/hari

47,000.00

42,300.00

Tukang

3.60000

or org/hari

57,000.00

205,200.00

Kepala tukang

0.36000

or org/hari

67,000.00

24,120.00

Mandor

or org/hari

62,000.00

3,720.00

Alat bantu

1.00000

ls ls

105,000.00

105,000.00

0.06000

Alat 1

JUMLAH

1,960,692.76

PROFIT + OH 10 %

196,069.28

Page 77 of 34

NO.

TOTAL

JLH. HA HARGA (Rp) 2,156,762.04

DIBULATKAN

2,156,762.00

URAIAN PEKERJAAN

KOEF

20.27 Kusen, Daun Pintu type AD5 A.

B.

C.

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

SAT.


1.00000

unit


6.00000

m2

220,000.00

1,320,000.00

Pintu panel kayu

3.00000

m2

410,000.00

1,230,000.00

5.00000

m2

22,342.00

111,710.00

21.00000

m1

45,000.00

945,000.00

1.00000

bh

10,000.00

10,000.00

Kait angin

2.00000

bh

10,000.00

20,000.00

Engsel jendela

2.00000

bh

8,000.00

16,000.00

Lockset

1.00000

set

250,000.00

250,000.00

Handle

1.00000

bh

150,000.00

150,000.00

Pengecatan pintu Aluminium Frame Window (AW) Spring knip

Engsel pintu

3.00000

bh

12,000.00

36,000.00

Door closer

1.00000

bh

250,000.00

250,000.00

Door stop

1.00000

bh

35,000.00

35,000.00

Pekerja

2.57286

or org/hari

47,000.00

120,924.42

Tukang

10.29144

or org/hari

57,000.00

586,612.08

Kepala tukang

1.02914

or org/hari

67,000.00

68,952.65

Mandor

or org/hari

62,000.00

10,634.49

Alat bantu

1.00000

ls ls

270,000.00

270,000.00

0.17152

Alat 1

JUMLAH

5,430,833.64

PROFIT + OH 10 %

543,083.36

TOTAL

5,973,917.00

DIBULATKAN 20.28 Kusen, Daun Pintu type AD6

A.

B.

C.

Bahan 1 2 3 4 5 6 7 8 9 Upah 1 2 3 4

5,973,916.00 1.00000

unit


1.33800

m2

220,000.00

294,360.00

Pintu panel kayu

2.15800

m2

410,000.00

884,780.00

Pengecatan pintu

4.31600

m2

22,342.00

96,428.07

13.39800

m1

45,000.00

602,910.00

Lockset

1.00000

set

250,000.00

250,000.00

Handle

1.00000

bh

150,000.00

150,000.00


Engsel pintu

3.00000

bh

12,000.00

36,000.00

Door closer

1.00000

bh

250,000.00

250,000.00

Door stop

1.00000

bh

35,000.00

35,000.00

Pekerja

1.30590

or org/hari

47,000.00

61,377.30

Tukang

5.22360

or org/hari

57,000.00

297,745.20

Kepala tukang

0.52236

or org/hari

67,000.00

34,998.12

Mandor

or org/hari

62,000.00

5,397.72

Alat bantu

1.00000

ls ls

150,000.00

150,000.00

0.08706

Alat 1

JUMLAH

3,148,996.41

PROFIT + OH 10 %

314,899.64

TOTAL

3,463,896.05

DIBULATKAN

3,463,896.00


1.00000 Page 78 of 34

unit

NO.

URAIAN PEKERJAAN

A.

B.

C.

Bahan 1 2 3 4 5 6 7 8 Upah 1 2 3 4

KOEF

SAT.


410,000.00

Pintu panel kayu

1.47000

m2

Pengecatan pintu

2.94000

m2

22,342.00

65,685.48

Lockset

1.00000

set

250,000.00

250,000.00

Handle

1.00000

bh

150,000.00

150,000.00

Engsel pintu

3.00000

bh

12,000.00

36,000.00

Door closer

1.00000

bh

250,000.00

250,000.00

Door stop

1.00000

bh

35,000.00

35,000.00

Alumunium Louver

1.00000

set

55,000.00

55,000.00

Pekerja

0.86400

or org/hari

47,000.00

40,608.00

Tukang

3.45600

or org/hari

57,000.00

196,992.00

Kepala tukang

0.34560

or org/hari

67,000.00

23,155.20

Mandor

or org/hari

62,000.00

3,571.20

Alat bantu

1.00000

ls ls

55,000.00

55,000.00

0.05760

JUMLAH

1,763,711.88

PROFIT + OH 10 %

176,371.19

TOTAL

1,940,083.07

DIBULATKAN

1,940,083.00

20.30 Kusen, Daun Pintu type AW1

B.

C.

Bahan 1 2 3 4 5 Upah 1 2 3 4

1.00000

unit

8.54100

m2


220,000.00

3,117,465.00

25.03500

m1

45,000.00

1,239,232.50

Spring knip

2.00000

bh

10,000.00

18,160.00

Kait angin

4.00000

bh

10,000.00

69,636.36

Engsel jendela

4.00000

bh

8,000.00

40,909.09


Pekerja

2.56230

or org/hari

47,000.00

121,709.25

Tukang

10.24920

or org/hari

57,000.00

666,198.00

Kepala tukang

1.02492

or org/hari

67,000.00

77,637.69

Mandor

or org/hari

62,000.00

9,395.10

Alat bantu

1.00000

ls ls

260,000.00

268,017.15

0.17082

Alat 1

JUMLAH

5,628,360.14

PROFIT + OH 10 %

562,836.01

TOTAL

6,191,196.16

DIBULATKAN

6,191,196.00

20.31 Kusen, Daun Pintu type AW2 A.

B.

602,700.00

Alat 1

A.

JLH. HA HARGA (Rp)


1.00000

unit

1.52250

m2

220,000.00

334,950.00

11.20000

m1

45,000.00

504,000.00

Kaca Tempered polos 8mm Aluminium Frame Window (AW)

Pekerja

0.85000

or org/hari

47,000.00

39,950.00

Tukang

1.85000

or org/hari

57,000.00

105,450.00

Kepala tukang

0.18500

or org/hari

67,000.00

12,395.00

Mandor

or org/hari

62,000.00

5,270.00

Page 79 of 34

0.08500

BoQ Bandara

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