RAB Masjid 2014

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PERENCANAAN KANTOR BADAN NARKOTIKA NASIONAL (BNN) PADA KAWASAN MOI DI MAKASSAR

PEKERJAAN ANGGARAN NO

: PERENCANAAN KANTOR BNN : TAHUN 2011 2011 JENIS PEKERJAAN

TOTAL HARGA (Rp.)

A LANT LANTAI AI I (DAS (DASAR AR)) I PEK. PERSIAPAN I PEK. PONDASI KONSTRUKSI SARANG LABA - LABA (KSLL) II PEK. STRUKTUR BETON IV PE PEKERJAAN DINDING V PEKERJAAN PINTU DAN JENDELA VI PEK. PLAFOND VII PEKERJAAN LANTAI VIII PEK. PENGECATAN IX PEK. INSTALASI LISTRIK X PEK. SANITASI DAN INSTALASI

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

73,639,822.50 2,031,803,097.50 377,441,899.78 224,960,911.89 563,673,128.53 74,011,152.43 322,230,292.47 67,349,299.18 162,985,500.00 103,303,658.54

B LAN LANTAI IIII (D (DUA) I PEK. STRUKTUR BETON II PEKERJAAN DINDING III PEKERJAAN PINTU DAN JENDELA IV PEK. PLAFOND V PE PEKERJAAN LANTAI VI PEK. PENGECATAN VII PEK. KONSTRUKSI ATAP VIII PEK. INSTALASI LISTRIK IX PEK. SANITASI DAN INSTALASI X PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR RE REAL COST TOTAL PP PPN 10% TO TOTAL COST DI DIBULATKAN

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

1,208,477,521.53 235,693,072.46 628,066,868.62 113,692,742.73 301,403,830.67 82,749,104.09 523,439,934.21 107,771,500.00 27,511,627.50 81,222,583.05 7,311,427,547.68 731,142,754.77 8,042,570,302.44 8,042,570,000.00

TERBILANG : Tujuh milyar enam ratus tujuh puluh tiga juta dua ratus lima puluh sembilan ribu rupiah,-

Makassar, Diketahui/Disetujui : PEJABAT PELAKSANA TEKNIS KEGIATAN

Konsultan Perencana, CV. BAJIRUPA CONSULTANT

Ir. H. JUMRAS, M.Si Nip. 19620707 199203 1 012

BADARUDDIN, ST Direktur

Mengetahui/Menyetujui : KEPALA BIDANG PENATAAN BANGUNAN DAN LINGKUNGAN DINAS TATARUANG DAN PERMUKIMAN PROVINSI SULAWESI SELATAN

Ir. H. DANIYAL DARABA, M.Si Nip. 19560407 198303 1 012

2011

RENCANA ANGGARAN BIAYA (RAB) PERENCANAAN KANTOR BADAN NARKOTIKA NASIONAL (BNN) PADA KAWASAN MOI DI MAKASSAR

PEKERJAAN

: PERENCANAAN KANTOR BNN

ANGGARAN

: TAHUN 2011

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA

A. PEKERJAAN PERSIAPAN I

PEK. PERSIAPAN

1. Pek. Pengukur Pengukuran an dan Pas. Bowplank Bowplank

138.30 138.30

M' M'

108,575.00

15,015,922.50

2. Pek. Penyediaan P3K, Listrik Dan Air Kerja

3. Pek. Kantor Sementara Dengan Lantai Plesteran/Direksi Keet

1.00

LLss

5,000,000.00

5,000,000.00

12.00

M2 M2

2,266,375.00

27,196,500.00

4. Pe Pek. Papan Nama Proyek

1.00

LLss

500,000.00

500,000.00

5. Pek. Anti Rayap (Sistem Semprot)

697.58

M2 M2

30,000.00

20,927,400.00

6. Administrasi, Dokumentasi Dan Quality Control

1.00

LLss

5,000,000.00

5,000,000.00

Jumlah

73,639,822.50

B. LANTAI I (DASAR) I

PEK. PEK. PONDA PONDASI SI KONS KONSTRU TRUKSI KSI SARAN SARANG G LABA LABA - LAB LABA A (KSLL (KSLL))

1. Pekerjaan Pondasi Sarang Laba - Laba (Luas Tapak)

697.02

m2 m2

2,915,000.00

2,031,803,097.50

Jumlah

2,031,803,097.50

Terdiri Dari : - Engineering Fee KSLL - Pekerjaan Pondasi / Sub Struktur KSLL - Plat Lantai KSLL - Plat Penutup Septictank

II

PEK. PEK. STRUK TRUKTU TUR R BE BETON TON

1. Pek. Pembesian Pembesian Stek Pada Pondasi Pondasi KSLL KSLL a. Besi Besi Beto Betonn Stek Stek Kolom Kolom - Stek Kolom K0

162.62

Kg Kg

13,251.00

2,154,930.62

- Stek Kolom K1

151.68

Kg Kg

13,251.00

2,009,911.68

- Stek Kolom K2

834.24

Kg Kg

13,251.00

11,054,514.24

- Stek Kolom K3

185.86

Kg Kg

13,251.00

2,462,777.86

- Stek Kolom KP

459.82

Kg Kg

13,251.00

6,093,085.42

b. Be Besi Beton Stek Tangga

58.08

Kg Kg

13,251.00

769,618.08

2. Pek. Pek. Kolo Kolom m a. Type Type Kolo Kolom m K0 K0 (25/ (25/54) 54) -Beton K.225

4.86

m3 m3

930,676.90

4,523,089.76

-Besi Beton

777.35

Kg Kg

13,251.00

10,300,695.59

-Bekisting 2x Pakai

56.88

m2 m2

252,640.00

14,370,163.20

b. Type Type Kolo Kolom m K1 K1 (50/ (50/50) 50) -Beton K.225

4.25

m3 m3

930,676.90

3,955,376.85

-Besi Beton

638.75

Kg Kg

13,251.00

8,464,092.15

-Bekisting 2x Pakai

34.00

m2 m2

252,640.00

8,589,760.00

-Beton K.225

15.40

m3 m3

930,676.90

14,332,424.33

-Besi Beton

3,288.03

Kg Kg

13,251.00

43,569,712.03

-Bekisting 2x Pakai

211.20

m2 m2

252,640.00

53,357,568.00

-Beton K.225

4.13

m3 m3

930,676.90

3,839,042.23

-Besi Beton

794.51

Kg Kg

13,251.00

10,528,025.51

-Bekisting 2x Pakai

66.00

m2 m2

252,640.00

16,674,240.00

c. Type Type Kolo Kolom m K2 (25/35 (25/35))

d. Type Type Kolo Kolom m K3 K3 (25/ (25/25) 25)

RENCANA ANGGARAN BIAYA (RAB) PERENCANAAN KANTOR BADAN NARKOTIKA NASIONAL (BNN) PADA KAWASAN MOI DI MAKASSAR

PEKERJAAN

: PERENCANAAN KANTOR BNN

ANGGARAN

: TAHUN 2011

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA


PEK. PERSIAPAN

1. Pek. Pengukur Pengukuran an dan Pas. Bowplank Bowplank

138.30 138.30

M' M'

108,575.00

15,015,922.50



1.00

LLss

5,000,000.00

5,000,000.00

12.00

M2 M2

2,266,375.00

27,196,500.00

4. Pe Pek. Papan Nama Proyek

1.00

LLss

500,000.00

500,000.00

5. Pek. Anti Rayap (Sistem Semprot)

697.58

M2 M2

30,000.00

20,927,400.00

6. Administrasi, Dokumentasi Dan Quality Control

1.00

LLss

5,000,000.00

5,000,000.00

Jumlah

73,639,822.50


PEK. PEK. PONDA PONDASI SI KONS KONSTRU TRUKSI KSI SARAN SARANG G LABA LABA - LAB LABA A (KSLL (KSLL))

1. Pekerjaan Pondasi Sarang Laba - Laba (Luas Tapak)

697.02

m2 m2

2,915,000.00

2,031,803,097.50

Jumlah

2,031,803,097.50

Terdiri Dari : - Engineering Fee KSLL - Pekerjaan Pondasi / Sub Struktur KSLL - Plat Lantai KSLL - Plat Penutup Septictank

II

PEK. PEK. STRUK TRUKTU TUR R BE BETON TON

1. Pek. Pembesian Pembesian Stek Pada Pondasi Pondasi KSLL KSLL a. Besi Besi Beto Betonn Stek Stek Kolom Kolom - Stek Kolom K0

162.62

Kg Kg

13,251.00

2,154,930.62

- Stek Kolom K1

151.68

Kg Kg

13,251.00

2,009,911.68

- Stek Kolom K2

834.24

Kg Kg

13,251.00

11,054,514.24

- Stek Kolom K3

185.86

Kg Kg

13,251.00

2,462,777.86

- Stek Kolom KP

459.82

Kg Kg

13,251.00

6,093,085.42

b. Be Besi Beton Stek Tangga

58.08

Kg Kg

13,251.00

769,618.08


4.86

m3 m3

930,676.90

4,523,089.76

-Besi Beton

777.35

Kg Kg

13,251.00

10,300,695.59

-Bekisting 2x Pakai

56.88

m2 m2

252,640.00

14,370,163.20

b. Type Type Kolo Kolom m K1 K1 (50/ (50/50) 50) -Beton K.225

4.25

m3 m3

930,676.90

3,955,376.85

-Besi Beton

638.75

Kg Kg

13,251.00

8,464,092.15

-Bekisting 2x Pakai

34.00

m2 m2

252,640.00

8,589,760.00

-Beton K.225

15.40

m3 m3

930,676.90

14,332,424.33

-Besi Beton

3,288.03

Kg Kg

13,251.00

43,569,712.03

-Bekisting 2x Pakai

211.20

m2 m2

252,640.00

53,357,568.00

-Beton K.225

4.13

m3 m3

930,676.90

3,839,042.23

-Besi Beton

794.51

Kg Kg

13,251.00

10,528,025.51

-Bekisting 2x Pakai

66.00

m2 m2

252,640.00

16,674,240.00

c. Type Type Kolo Kolom m K2 (25/35 (25/35))

d. Type Type Kolo Kolom m K3 K3 (25/ (25/25) 25)

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA

e. Type Type Kolom Kolom Prakt Praktis is Kp (12/ (12/20) 20) -Beton K.175

11.20

m3 m3

881,921.19

9,873,989.65

-Besi Beton

2,734.93

kkgg

13,251.00

36,240,610.43

-Bekisting 2x Pakai

149.28

m2 m2

252,640.00

37,714,099.20

-Beton K.175

7.32

m3 m3

881,921.19

6,453,017.35

-Besi Beton

1,094.30

Kg Kg

13,251.00

14,500,542.80

-Bekisting 2x Pakai

121.95

m2 m2

259,465.00

31,641,756.75

-Beton K.225

2.33

m3 m3

930,676.90

2,172,814.14

-Besi Beton

404.87

Kg Kg

13,251.00

5,364,948.27

-Bekisting 2x Pakai

10.59

m2 m2

236,090.00

2,499,626.48

-Beton K.225

2.23

m3 m3

930,676.90

2,074,218.23

-Besi Beton

379.28

Kg Kg

13,251.00

5,025,873.73

-Bekisting 2x Pakai

10.29

m2 m2

236,090.00

2,430,216.02

-Beton K.175

0.46

m3 m3

881,921.19

405,683.75

-Besi Beton

84.46

Kg Kg

13,251.00

1,119,187.41

-Bekisting 2x Pakai

9.20

m2 m2

312,640.00

2,876,288.00

-Beton K.175

4.85

m3 m3

881,921.19

4,274,707.29

-Besi Beton

635.14

Kg Kg

13,251.00

8,416,263.46

-Bekisting 2x Pakai

52.51

m2 m2

3. Balok Balok Latei Latei BL2 BL2 (12/25 (12/25))

4. Pek. Pek. Tang Tangga ga Beto Betonn = 2 Bh A.

B.

Pek. Tangga A

Pek. ek. Tan Tangg ggaa B

5. Pekerj Pekerjaan aan Plat Plat Meja Meja Beton Beton

6. Balok Dudukan Dudukan Kosen Kosen Luar/P Luar/Profila rofilann (24/15) (24/15)

259,465.00 Jumlah

IV

PEKE PEKERJ RJAA AAN N DIND DINDIN ING G

1. Pas. Pasangan Batu 1/2 Bata (1:5)

807.70

m2 m2

92,087.00

74,378,311.93

2. Pek. Plesteran Biasa( 1 : 5 )

1,615.39

m2 m2

43,145.60

69,697,066.80

3. Pek. Plesteran Beton ( 1 : 3 )

530.53

m2 m2

45,724.40

24,258,165.93

4. Pek. Acian

2,045.23

m2 m2

27,687.50

56,627,367.24

Jumlah V

13,624,403.36 377,441,899.78

224,960,911.89

PEKE PEKERJ RJAA AAN N PIN PINTU TU DAN DAN JEN JENDE DELA LA

1. Pek. Kuseng Aluminium 4" x 1 3/4"

946.23

m' m'

182,551.50

172,735,705.85

2. Pek. Bingkai Pintu Aluminium 4" x 1 1/2"

185.72

m' m'

169,684.83

31,513,867.25

3. Pek. Bingkai jendela Aluminium 2" x 1"

120.44

m' m'

136,684.83

16,462,321.33

4. Pek. Pintu kaca Tempret 12 mm, Uk. 90 x 230 ((P Pintu Utama)

2.00

Bh Bh

4,577,406.25

9,154,812.50

5. Pek. Pintu Aluminium (Toilet/Km)

5.00

Bh Bh

960,000.00

4,800,000.00

6. Pek. Pas. Kaca 5 mm Daun Pintu Dan Daun Jendela

46.21

m2 m2

551,706.25

25,495,338.88

7. Pek. Pas. Kaca 5 mm Curtain Wall Dan Ka K aca Mati Jendela

162.17

m2 m2

551,706.25

89,471,305.98

8. Pek. Aluminium Composit Panel + Rangka 9. Pek. Partisi Dobel (rangka Kayu Kls. II + Lapis Multipleks 9mm, Finishing HPL)

269.88

m2 m2

591,091.67

159,523,095.50

10.12

m2 m2

785,000.00

7,942,237.50

10. Pas. Floring Ensel 11. Pas. Engsel Pintu (Tiap Daun pintu Aluminium = 4 bh engsel, Kecuali Pintu KM = 3 bh)

2.00

P Pssg

1,835,156.25

3,670,312.50

131.00

Bh Bh

53,706.25

7,035,518.75

12. Pas. Engsel Jendela 13. Pas. Engsel Expanyolet (Pintu Utama, P1, P2, P3, P4 Dan P5)

104.00

Bh Bh

38,137.50

3,966,300.00

31.00

S Seet

310,687.50

9,631,312.50

14. Pas. Hak Angin

104.00

Bh Bh

33,706.25

3,505,450.00

15. Pas. Tarikan Stainless

31.00

Bh Bh

410,687.50

12,731,312.50

16. Pas. Grendel Jendela

52.00

Bh Bh

27,637.50

1,437,150.00

17. Pas. Kunci Pelor

1.00

S Seet

279,275.00

279,275.00

18. Pas. Kunci tanam silinder

5.00

S Seet

266,462.50

1,332,312.50

19. Pas. Kunci Pelor Biasa

20.00

S Seet

149,275.00

2,985,500.00

Jumlah

563,673,128.53

NO VI

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

PEK. PLAFOND

1. Pek. Plafond Gypsum 9 mm + Rangka Hollow

471.20

m2

142,147.08

66,980,018.39

2. Pek. Plafond Calsyboard + Rangka Hollow

47.63

m2

147,615.83

7,031,134.04

Jumlah VII

PEKERJAAN LANTAI 1. Pek. Urugan Pasir Di Bawah Lantai (Sisi Luar Konst. Utama Sarang Laba-laba)

30.03

m3

177,850.00

5,341,301.29

2. Pek. Lantai Kerja Beton Tebal 7 cm

4.89

m3

735,120.63

3,594,027.57

3. Pek. Rabat Beton Keliling Gedung & Ram = 7 Cm

1.26

m3

796,660.71

1,003,792.50

4. Pek. Lantai Utama Dan entrance Granit 60/60 cm

484.64

m2

480,673.50

232,952,499.49

5. Pek. Lantai Tangga Granit 60/60 Cm

29.01

m2

480,673.50

13,945,876.39

6. Pek. Plint Lantai Utama Dan entrance Uk. 10 x 60

484.10

m'

79,458.00

38,465,617.80

7. Pek. Lantai Keramik Toilet/KM/WC & Dapur, Uk. 20 x 20

33.94

m2

172,548.00

5,857,090.10

8. Pek. Keramik Dinding Meja Beton Uk. 20 x 40

8.13

m2

209,257.00

1,701,259.41

9. Pek. Keramik Dinding Toilet/KM/WC, Uk. 20 x 40

92.56

m2

209,257.00

19,368,827.92

1. Pek. Cat Tembok

1,775.35

m2

29,356.50

52,118,163.53

2. Pek. Cat Plafond

m2

29,356.50

15,231,135.64

518.83

67,349,299.18

PEK. INSTALASI LISTRIK

1. Pek. Instalasi Titik Mata Lampu

91.00

ttk

418,500.00

38,083,500.00

2. Pek. Instalasi Titik Stop Kontak

34.00

ttk

333,000.00

11,322,000.00

3. Pek. Pas. Lampu RM 2 x 36

49.00

Bh

390,000.00

19,110,000.00

4. Pek. Pas. Lampu Downlight DL 18 Watt

42.00

Bh

95,000.00

3,990,000.00


11.00

Bh

125,000.00

1,375,000.00

6. Pas. Saklar Tunggal

5.00

Bh

65,000.00

325,000.00

7. Pas. Saklar Ganda

24.00

Bh

68,500.00

1,644,000.00

8. Pas. Stop Kontak

22.00

Bh

65,000.00

1,430,000.00

9. Pas. Stop Kontak AC

12.00

Bh

75,000.00

900,000.00

10. Pas. Panel Induk + MCB, Lengkap

1.00

Unit

17,000,000.00

17,000,000.00

11. Pemasukan Daya Listrik 33000 Watt

1.00

Ls

40,590,000.00

40,590,000.00

12. Pek. Penangkal Petir, terdiri dari :

1.00

Set

27,216,000.00

27,216,000.00

Jumlah

162,985,500.00

10,022,520.00

- Elektroda penangkap

X

322,230,292.47

PEK. PENGECATAN

Jumlah IX

74,011,152.43

Jumlah VIII

JML. HARGA

2.00

Bh

- Pengantar Tembaga BCC 50 mm

60.00

m'

- Klem dari bahan Copper

30.00

Bh

- Penyambung Pengantar dari Bahan Kopper

4.00

Bh

- pipa PPC Ø 1" , Pembungkus BCC 50 mm pada Ground Road

6.00

m'

- Pentanahan

1.00

Bh

PEK. SANITASI DAN INSTALASI

1. Pas. Klosed Duduk + Acs, Lengkap 2. Pas. Washtafel + Kaca, Acs Lengkap

3. Pas. Washbasin 2 mata + Acs, lengkap

4. Pas. Urinoir Lengkap

4.00

Set

2,505,630.00

3.00

Set

733,840.00

2,201,520.00

2.00

Set

386,412.50

772,825.00

3.00

Set

2,198,490.00

6,595,470.00

5. Pas. Kran Air Biasa

12.00

Bh

63,512.50

762,150.00

6. Pas. Floordrain Stainless

7.00

Bh

62,925.00

440,475.00

7. Pas. Stop Kran

2.00

Bh

89,012.50

178,025.00

8. Pek. Pas. Pipa Air Bersih AW 1" (dari Tower Air dan PDAM)

65.00

m'

19,095.00

1,241,175.00

9. Pek. Pas. Pipa Air Bersih AW 3/4" (Distribusi)

88.00

m'

16,899.17

1,487,126.67


73.00

m'

18,513.75

1,351,503.75

11. Pek. Pipa Buangan Air Washtafel/Washbasin Dia. 2" (AW)

60.50

m'

73,786.25

4,464,068.13

12. Pek. Pipa Buangan Air Mandi Dia. 3" (D)

60.00

m'

144,110.00

8,646,600.00

13. Pek. Pipa Buangan Air Kotor Dia. 4" (D)

120.00

m'

205,335.00

24,640,200.00

14. Pek. Pas. Reservoir stainless Kap. 1 m3

2.00

Bh

4,000,000.00

8,000,000.00

15. Pas. Pompa Air 1"

1.00

Unit

2,500,000.00

2,500,000.00

16. Pek. Septic tank + Peresapan

2.00

Unit

15,000,000.00

30,000,000.00

Jumlah

103,303,658.54

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA

C. LANTAI II (DUA) I

PEK. STRUKTUR BETON

1. Pek. Balok Lantai, Ringbalk Dan Balok Latei a. Balok Plat Lantai B0 (30/60) -Beton K.225

5.38

m3

930,676.90

5,005,552.66

-Besi Beton

863.41

Kg

13,251.00

11,441,030.78

-Bekisting 2x Pakai

44.82

m2

259,465.00

11,629,221.30

b. Balok Plat Lantai B1 (25/40) -Beton K.225

16.69

m3

930,676.90

15,533,928.22

-Besi Beton

3,179.00

Kg

13,251.00

42,124,905.24

-Bekisting 2x Pakai

175.26

m2

259,465.00

45,472,668.31

-Beton K.225

14.19

m3

930,676.90

13,208,911.17

-Besi Beton

2,622.12

Kg

-Bekisting 2x Pakai

177.41

m2

-Beton K.225

0.94

m3

-Besi Beton

155.05

Kg

-Bekisting 2x Pakai

11.88

m2

-Beton K.225

6.94

m3

-Besi Beton

982.04

Kg

-Bekisting 2x Pakai

92.54

m2

-Beton K.225

0.55

m3

-Besi Beton

101.69

Kg

-Bekisting 2x Pakai

6.88

m2

-Beton K.225

7.65

m3

-Besi Beton

1,205.79

Kg

-Bekisting 2x Pakai

168.30

m2

-Beton K.225

2.82

m3

-Besi Beton

373.10

Kg

-Bekisting 2x Pakai

24.44

m2

c. Balok Plat Lantai B2 (20/40) 13,251.00

34,745,709.47

259,465.00

46,031,685.65

930,676.90

871,113.58

d. Balok Plat Lantai B1* (25/40+10/30) 13,251.00

2,054,568.03

259,465.00

3,082,444.20

930,676.90

6,459,083.85

13,251.00

13,012,989.51

259,465.00

24,009,853.24

930,676.90

512,244.57

13,251.00

1,347,446.49

259,465.00

1,785,119.20

930,676.90

7,119,678.32

13,251.00

15,977,963.04

297,640.00

50,092,812.00

930,676.90

2,624,508.87

13,251.00

4,944,011.70

259,465.00

6,341,324.60

e. Balok Plat Lantai B3 (20/30)

f. Balok Konsol Lantai BK (20/40)

g. Plat Level BLS (10/50)

h. Ringbalk RB0 (25/60)

i. Ringbalk RB1 (15/40)

j.

-Beton K.225

13.24

m3

930,676.90

12,322,348.35

-Besi Beton

2,193.46

Kg

13,251.00

29,065,535.81

-Bekisting 2x Pakai

176.54

m2

259,465.00

45,804,913.24

-Beton K.225

0.51

m3

930,676.90

471,853.19

-Besi Beton

75.82

Kg

13,251.00

1,004,752.66

-Bekisting 2x Pakai

8.45

m2

259,465.00

2,192,479.25

-Beton K.225

3.19

m3

930,676.90

2,965,136.62

-Besi Beton

421.53

Kg

13,251.00

5,585,681.31

-Bekisting 2x Pakai

27.61

m2

259,465.00

7,164,347.58

-Beton K.225

7.34

m3

930,676.90

6,829,307.13

-Besi Beton

1,215.66

Kg

13,251.00

16,108,737.16

-Bekisting 2x Pakai

97.84

m2

259,465.00

25,386,055.60

-Beton K.225

3.60

m3

930,676.90

3,350,436.86

-Besi Beton

538.40

Kg

13,251.00

7,134,338.40

-Bekisting 2x Pakai

60.00

m2

259,465.00

15,567,900.00

Ringbalk RB2 (12/25)

k. Balok Latei BL0 (25/60)

l. Balok Latei BL1 (15/40)

m. Balok Latei BL2 (12/25)

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA

n. Balok Latei BL3 (20/40) -Beton K.225

2.83

m3

930,676.90

2,629,720.66

-Besi Beton

398.06

Kg

13,251.00

5,274,645.36

-Bekisting 2x Pakai

30.02

m2

259,465.00

7,789,658.23

-Beton K.225

55.59

m3

930,676.90

51,734,843.78

-Besi Beton

6,948.55

Kg

13,251.00

92,075,242.68

-Bekisting 2x Pakai

463.24

m2

312,640.00

144,826,321.89

-Beton K.225

5.67

m3

930,676.90

5,276,938.05

-Besi Beton

906.91

Kg

13,251.00

12,017,478.19

-Bekisting 2x Pakai

66.36

m2

252,640.00

16,765,190.40

2. Pekerjaan Plat Beton Lantai, t = 12 cm

3. Pek. Kolom a. Type Kolom K0 (25/54)

b. Type Kolom K1 (50/50) -Beton K.225

5.20

m3

930,676.90

4,839,519.90

-Besi Beton

781.53

Kg

13,251.00

10,356,065.69

-Bekisting 2x Pakai

41.60

m2

252,640.00

10,509,824.00

c. Type Kolom K2 (25/35) -Beton K.225

10.01

m3

930,676.90

9,316,075.82

-Besi Beton

2,137.22

Kg

13,251.00

28,320,312.82

-Bekisting 2x Pakai

137.28

m2

252,640.00

34,682,419.20

-Beton K.225

10.29

m3

930,676.90

9,574,338.66

-Besi Beton

1,981.45

Kg

13,251.00

26,256,257.55

-Bekisting 2x Pakai

164.60

m2

252,640.00

41,584,544.00

-Beton K.225

1.23

m3

930,676.90

1,146,593.95

-Besi Beton

177.34

Kg

13,251.00

2,349,868.74

-Bekisting 2x Pakai

17.92

m2

252,640.00

4,527,308.80

-Beton K.175

8.70

m3

881,921.19

7,670,597.75

-Besi Beton

2,124.63

kg

13,251.00

28,153,477.43

-Bekisting 2x Pakai

115.97

m2

252,640.00

29,298,155.52

-Beton K.225

0.49

m3

930,676.90

456,031.68

-Besi Beton

96.81

Kg

13,251.00

1,282,891.15

-Bekisting 2x Pakai

8.96

m2

252,640.00

2,263,654.40

-Beton K.225

11.38

m3

930,676.90

10,593,448.48

-Besi Beton

1,881.91

Kg

13,251.00

24,937,189.06

-Bekisting 2x Pakai

m2

312,640.00

35,586,310.53

d. Type Kolom K3 (25/25)

e. Type Kolom K4 (20/44)

f. Type Kolom Praktis Kp (12/20)

g. Type Kolom Untuk Logo (14/50)

5. Pekerjaan Plat Dak/level , t = 10 cm

113.83

Jumlah II

PEKERJAAN DINDING


781.65

m2

92,087.00

71,979,573.33


1,563.30

m2

43,145.60

67,449,300.75


750.71

m2

45,724.40

34,325,810.05

4. Pek. Acian

2,237.05

m2

27,687.50 Jumlah

III

1,208,477,521.53

61,938,388.33 235,693,072.46

PEKERJAAN PINTU DAN JENDELA


722.50

m'

182,551.50

131,893,458.75


106.62

m'

169,684.83

18,091,796.93


135.60

m'

136,684.83

18,534,463.40


4.00

Bh

960,000.00

3,840,000.00


35.69

m2

551,706.25

19,689,071.97

6. Pek. Pas. Kaca 5 mm Curtain Wall Dan Kaca Mati Jendela

135.78

m2

551,706.25

74,908,467.80

7. Pek. Aluminium Composit Panel + Rangka

563.41

m2

591,091.67

333,024,709.77

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

8. Pas. Engsel Pintu (Tiap Daun pintu Aluminium = 4 bh engsel, Kecuali Pintu KM = 3 bh)

84.00

Bh

53,706.25

4,511,325.00

9. Pas. Engsel Jendela 10. Pas. Engsel Expanyolet (Pintu P1, P2, P3, P4 Dan P5)

92.00

Bh

38,137.50

3,508,650.00

18.00

Set

310,687.50

5,592,375.00

11. Pas. Hak Angin

92.00

Bh

33,706.25

3,100,975.00


18.00

Bh

410,687.50

7,392,375.00


46.00

Bh

27,637.50

1,271,325.00


4.00

Set

266,462.50

1,065,850.00


11.00

Set

149,275.00

1,642,025.00

Jumlah IV


554.08

m2

142,147.08

78,760,415.28


236.64

m2

147,615.83

34,932,327.46

1. Pek. Lantai Utama Dan Balkon Granit 60/60 cm

523.28

m2

480,673.50

251,528,271.10

2. Pek. Plint Granit Lantai Utama Dan Balkon Uk. 10 x 60

375.40

m'

79,458.00

29,828,533.20

3. Pek. Lantai Keramik Toilet/KM/WC, Uk. 20 x 20

22.86

m2

172,548.00

3,943,946.89


76.95

m2

209,257.00

16,103,079.48

1. Pek. Cat Tembok

1,956.58

m2

29,356.50

57,438,334.90

2. Pek. Cat Plafond

790.72

m2

29,356.50

23,212,783.42

3. Pek. Cat Kayu (Lesplank Woodplank)

61.02

m2

34,382.50

2,097,985.77

1. Pek. Rangka Atap Baja Ringan

946.81

m2

180,000.00

170,425,854.00

2. Pek. Penutup Atap Genteng Keramik

946.81

m2

277,190.00

262,446,347.06

3. Nok/Bubungan Atap Genteng Keramik

97.75

m'

168,938.00

16,514,425.48

4. Pek. Pas. Aluminium Foil/Sisalation Lapis Atap

946.81

m2

31,425.00

29,753,513.68

5. Pek. Listplank Woodplank

174.34

m'

254,100.00

44,299,794.00 523,439,934.21



159.00

ttk

418,500.00

66,541,500.00


14.00

ttk

333,000.00

4,662,000.00

3. Pek. Instalasi Titik Stop Kontak AC

16.00

ttk

333,000.00

5,328,000.00


40.00

Bh

390,000.00

15,600,000.00


97.00

Bh

95,000.00

9,215,000.00


22.00

Bh

125,000.00

2,750,000.00


3.00

Bh

65,000.00

195,000.00


20.00

Bh

68,500.00

1,370,000.00

9. Pas. Stop Kontak

14.00

Bh

65,000.00

910,000.00


16.00

Bh

75,000.00

1,200,000.00

Jumlah IX

82,749,104.09

PEK. KONSTRUKSI ATAP

Jumlah VIII

301,403,830.67

PEK. PENGECATAN

Jumlah VII

113,692,742.73

PEKERJAAN LANTAI

Jumlah VI

628,066,868.62

PEK. PLAFOND

Jumlah V

JML. HARGA

107,771,500.00


1. Pas. Klosed Duduk + Acs, Lengkap 2. Pas. Washtafel + Kaca, Acs Lengkap


3.00

Set

2,505,630.00

7,516,890.00

3.00

Set

733,840.00

2,201,520.00

3.00

Set

2,198,490.00

6,595,470.00


8.00

Bh

63,512.50

508,100.00


6.00

Bh

62,925.00

377,550.00

6. Pas. Stop Kran

1.00

Bh

89,012.50

89,012.50


48.00

m'

16,899.17

811,160.00


25.00

m'

18,513.75

462,843.75


21.00

m'

73,786.25

1,549,511.25


20.00

m'

144,110.00

2,882,200.00


22.00

m'

205,335.00

4,517,370.00

Jumlah

27,511,627.50

NO X

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA

PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR

1. Pek. Saluran Air Keliling Gedung

113.58

2. Pek. Tower air Uk. 2,00 x 2,00 m , Tinggi 8,00 m

3. Pek. Reling Tangga dan Balkon 4. Pek. Penyelesaian Akhir/Pembersihan Realcost Lt. I Dan II

m'

242,615.74

27,555,083.05

1.00

Unit

16,000,000.00

16,000,000.00

42.55

m'

850,000.00

36,167,500.00

1.00

Ls

1,500,000.00 Jumlah

1,500,000.00 81,222,583.05

Rp

7,311,427,547.68

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB)

PEMBANGUNAN PONDOK PESANTREN TAHFIZHUL QURAN AL - IMAM ASHIM KOTA MAKASSAR PEKERJAAN LOKASI ANGGARAN NO

: PEMB. PONDOK PESANTREN TAHFIZHUL QURAN AL-IMAN ASHIM : KEL. BANGKALA, KEC. MANGGALA, KOTA MAKASSAR : TAHUN 2014 JENIS P EKERJAAN

A PEKERJAAN PERSIAPAN I PEK. PERSIAPAN B PEKERJAAN LANTAI I (SATU) I PEK. TANAH DAN PONDASI II PEK. STRUKTUR BETON III PEKERJAAN DINDING IV PEKERJAAN PINTU DAN JENDELA V PEK. PLAFOND VI PEKERJAAN LANTAI VII PEK. PENGECATAN VIII PEK. INSTALASI LISTRIK IX PEK. SANITASI DAN INSTALASI C PEKERJAAN LANTAI II (DUA) I PEK. STRUKTUR BETON II PEKERJAAN DINDING III PEKERJAAN PINTU DAN JENDELA IV PEK. PLAFOND V PEKERJAAN LANTAI VI PEK. PENGECATAN VII PEK. INSTALASI LISTRIK VIII PEK. SANITASI DAN INSTALASI D PEKERJAAN LANTAI III (TIGA) I PEK. STRUKTUR BETON II PEKERJAAN DINDING III PEKERJAAN PINTU DAN JENDELA IV PEK. PLAFOND V PEKERJAAN LANTAI VI PEK. PENGECATAN VII PEK. INSTALASI LISTRIK VIII PEK. SANITASI DAN INSTALASI E PEKERJAAN LANTAI IV (EMPAT) I PEK. STRUKTUR BETON II PEKERJAAN DINDING III PEKERJAAN PINTU DAN JENDELA IV PEK. PLAFOND V PEKERJAAN LANTAI VI PEK. PENGECATAN VII PEK. INSTALASI LISTRIK VIII PEK. SANITASI DAN INSTALASI F PEKERJAAN ATAP (PLAT ATAP) I PEK. STRUKTUR BETON II PEKERJAAN DINDING III PEKERJAAN PINTU DAN JENDELA IV PEKERJAAN LANTAI V PEK. PENGECATAN VI PEK. INSTALASI LISTRIK VII PEK. SANITASI DAN INSTALASI G PEKERJAAN LAIN-LAIN DAN PENYELESAIAN AKHIR I PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR REAL COST TOTAL DIBULATKAN

TOTAL HARGA (Rp.)

Rp.

47,782,625.00

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

119,078,224.63 271,153,114.55 126,973,751.62 96,188,677.82 75,497,827.28 230,623,335.16 49,407,447.46 96,377,000.00 40,835,020.33

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

919,665,118.96 161,045,459.04 116,624,110.15 90,486,896.59 137,197,669.98 58,681,588.55 48,473,600.00 12,775,445.83


890,263,135.11 150,686,202.22 107,469,297.65 90,486,896.59 137,197,669.98 54,539,051.40 46,473,600.00 19,861,073.33


890,263,135.11 150,686,202.22 107,469,297.65 90,486,896.59 137,197,669.98 54,539,051.40 46,473,600.00 19,861,073.33

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

766,962,484.65 58,934,324.87 4,182,347.95 1,433,986.65 86,211,322.62 873,500.00 6,372,461.67

Rp. Rp. Rp.

1,573,072,000.00 8,190,863,193.90 8,190,863,000.00

TERBILANG : Delapan milyar seratus sembilan puluh juta delapan ratus enam puluh tiga ribu rupiah,-

RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN PONDOK PESANTREN TAHFIZHUL QURAN AL - IMAM ASHIM KOTA MAKASSAR

PEKERJAAN

: PEMB. PONDOK PESANTREN TAHFIZHUL QURAN AL-IMAN ASHIM

LOKASI

: KEL. BANGKALA, KEC. MANGGALA, KOTA MAKASSAR

ANGGARAN

: TAHUN 2014

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA


PEK. PERSIAPAN

1. Pek. Pengukuran dan Pas. Bowplank

115.00

M'

108,575.00

12,486,125.00


1.00

Ls

5,000,000.00

5,000,000.00


12.00

M2

2,266,375.00

27,196,500.00

4. Pek. Papan Nama Proyek

1.00

Ls

600,000.00

600,000.00

5. Pek. Pembersihan Lahan

1.00

Ls

2,500,000.00

2,500,000.00

Jumlah

47,782,625.00


PEK. TANAH DAN PONDASI

1. Pek. Galian Tanah Pondasi Poer

76.80

m3

75,375.00

5,788,800.00

2. Pek. Galian Tanah Pondasi Garis 3. Pek. Urugan Tanah Kembali (Pondasi Poer)

97.06

m3

60,625.00

5,884,020.00

25.60

m3

25,125.00

643,200.00

4. Pek. Urugan Tanah Kembali (Pondasi Garis)

32.35

m3

20,208.33

653,780.00

5. Pek. Urugan Pasir Bawah Pondasi Poer

2.56

m3

177,850.00

455,296.00

6. Pek. Urugan Pasir Bawah Pondasi Garis

12.13

m3

177,850.00

2,157,676.20

7. Pek. Pas. Batu Kosong

24.26

m3

365,091.00

8,858,568.02

8. Pek. Pas. Pondasi Batu Gunung, Camp. 1pc : 5ps

53.92

m3

673,455.00

36,312,693.60

9. Pek. Lantai Kerja Pondasi Poer, T = 5 Cm (Beton Lantai Kerja K100)

2.56

m3

735,120.63

1,881,908.83

20.00

Bh

-Beton K.225

12.92

m3

930,676.90

12,019,692.23

-Besi Beton

1,780.56

Kg

13,251.00

23,594,200.56

-Bekisting 2x Pakai

30.00

m2

144,030.00

4,320,900.00

85.60

m2

192,844.50

16,507,489.20

10. Pek. Pondasi Poer a.

Pondasi Poer Type P1, Uk. 150 x 150

11. Pek. Pondasi Trasram 1 Bt, Camp. 1pc : 4ps

Jumlah II

119,078,224.63

PEK. STRUKTUR BETON

1. Pek. Stek Poer a. Pek. Stek Poer P1, Uk. 60 x 60

20.00

Bh

-Beton K.225

10.80

m3

930,676.90

10,051,310.57

-Besi Beton

1,277.58

Kg

13,251.00

16,929,240.67

-Bekisting 2x Pakai

72.00

m2

252,640.00

18,190,080.00

-Beton K.225

15.53

m3

930,676.90

14,448,758.95

-Besi Beton

2,106.26

Kg

13,251.00

27,910,106.68

-Bekisting 2x Pakai

124.20

m2

152,217.50

18,905,413.50

-Beton K.225

0.87

m3

930,676.90

809,688.91

-Besi Beton

137.29

Kg

13,251.00

1,819,205.22

-Bekisting 2x Pakai

11.60

m2

152,217.50

1,765,723.00

2. Pek. Sloef Beton a. Sloef Beton Type S1, Uk. 25 x 30

b. Sloef Beton Type S2, Uk. 15 x 20

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA

3. Pek. Kolom a. Type Kolom K1 (60/60) -Beton K.225

28.80

m3

930,676.90

26,803,494.86

-Besi Beton

2,530.51

Kg

13,251.00

33,531,818.75

-Bekisting 2x Pakai

192.00

m2

252,640.00

48,506,880.00

-Beton K.175

2.23

m3

881,921.19

1,968,448.10

-Besi Beton

502.70

kg

13,251.00

6,661,224.70

-Bekisting 2x Pakai

33.48

m2

252,640.00

8,458,387.20

-Beton K.175

2.26

m3

881,921.19

1,995,964.04

-Besi Beton

390.59

Kg

13,251.00

5,175,716.04

37.72

m2

259,465.00

9,787,019.80

1.00

Bh

b. Type Kolom Praktis Kp (12/15)

4. Balok Latei a. Balok Latei (12/20)

-Bekisting 2x Pakai 5. Pek. Tangga Beton A.

Pek. Pondasi Tangga

-Beton K.225

0.77

m3

930,676.90

711,967.83

-Besi Beton

114.75

Kg

13,251.00

1,520,552.25

-Bekisting 2x Pakai

1.35

m2

236,090.00

317,871.58

-Beton K.225

4.02

m3

930,676.90

3,738,417.45

-Besi Beton

417.17

Kg

13,251.00

5,527,921.26

-Bekisting 2x Pakai

23.80

m2

236,090.00

5,617,903.20

B.

Pek. Tangga

Jumlah III

PEKERJAAN DINDING

1. Pas. Pasangan Batu 1/2 Bata (1pc : 5ps)

462.00

m2

92,087.00

42,544,194.00

2. Pek. Plesteran Biasa ( 1pc : 5ps )

924.00

m2

43,145.60

39,866,534.40

3. Pek. Plesteran Beton ( 1pc : 3ps )

272.12

m2

45,724.40

12,442,322.54

4. Pek. Acian

1,160.12

m2

27,687.50 Jumlah

IV

32,120,700.68 126,973,751.62



146.60

m'

182,551.50

26,762,049.90

2. Pek. Bingkai Pintu Aluminium 4" x 1 1/2" 3. Pek. Bingkai jendela Aluminium 2" x 1"

59.40

m'

169,684.83

10,079,279.10

103.04

m'

136,684.83

14,084,005.23


4.00

Bh

960,000.00

3,840,000.00

5. Pek. Pas. Kaca 5 mm Daun Pintu Dan Daun Jendela 6. Pas. Engsel Pintu (Tiap Daun pintu Aluminium = 4 bh engsel, Kecuali Pintu KM = 3 bh)

29.18

m2

551,706.25

16,097,243.60

52.00

Bh

53,706.25

2,792,725.00

7. Pas. Engsel Jendela

56.00

Bh

38,137.50

2,135,700.00

8. Pas. Hak Angin

56.00

Bh

33,706.25

1,887,550.00


28.00

Bh

27,637.50

773,850.00


7.00

Set

279,275.00

1,954,925.00


4.00

Set

266,462.50

1,065,850.00

12. Pek. Reling Tangga

13.80

m'

850,000.00

11,730,000.00

Jumlah V

271,153,114.55

96,188,677.82

PEK. PLAFOND


522.90

m2

142,147.08

74,328,709.88


7.92

m2

147,615.83

1,169,117.40

Jumlah

75,497,827.28

NO VI

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

PEKERJAAN LANTAI

1. Pek. Urugan Tanah Di Bawah Lantai + Pemadatan

239.90

m3

252,900.00

60,670,710.00

2. Pek. Urugan Pasir Di Bawah Lantai

89.96

m3

177,850.00

15,999,830.63


41.98

m3

735,120.63

30,862,202.06

4. Pek. Lantai Utama Keramik 40/40 cm

522.90

m2

178,540.00

93,358,566.00

5. Pek. Lantai Tangga Keramik 40/40 Cm

21.30

m2

178,540.00

3,802,902.00

6. Pek. Plint Lantai Utama, Uk. 10 x 40

153.50

m'

27,643.00

4,243,200.50

7. Pek. Plint Lantai Tangga, Uk. 10 x 40

17.34

m'

27,643.00

479,329.62


7.92

m2

172,548.00

1,366,580.16


36.00

m2

209,257.00

7,533,252.00

10. Pek. Lantai Utama Keramik 40/40 cm (Selasar/Teras Depan)

68.93

m2

178,540.00

12,306,762.20

Jumlah VII

1. Pek. Cat Tembok

1,160.12

m2

29,356.50

34,056,933.61

2. Pek. Cat Plafond

m2

29,356.50

15,350,513.85

522.90

49,407,447.46



32.00

ttk

418,500.00

13,392,000.00


21.00

ttk

333,000.00

6,993,000.00


17.00

Bh

390,000.00

6,630,000.00


12.00

Bh

125,000.00

1,500,000.00

5. Pek. Pas. Lampu SL 18 Watt

15.00

Bh

39,600.00

594,000.00


6.00

Bh

65,000.00

390,000.00


22.00

Bh

68,500.00

1,507,000.00

8. Pas. Stop Kontak

21.00

Bh

65,000.00

1,365,000.00

9. Pas. Panel Induk + MCB, Lengkap

1.00

Unit

8,500,000.00

8,500,000.00

10. Pemasukan Daya Listrik

1.00

Ls

28,290,000.00

28,290,000.00

11. Pek. Penangkal Petir, terdiri dari :

1.00

Set

27,216,000.00

27,216,000.00

2.00

Bh

- Elektroda penangkap - Pengantar Tembaga BCC 50 mm

60.00

m'


30.00

Bh


4.00

Bh


6.00

m'

- Pentanahan

1.00

Bh

Jumlah IX

230,623,335.16

PEK. PENGECATAN

Jumlah VIII

JML. HARGA

96,377,000.00


1. Pas. Klosed Duduk + Acs, Lengkap

2.00

Set

2,505,630.00

5,011,260.00

2. Pas. Washtafel + Kaca, Acs Lengkap

2.00

Set

733,840.00

1,467,680.00


4.00

Bh

63,512.50

254,050.00


2.00

Bh

62,925.00

125,850.00

5. Pas. Stop Kran

2.00

Bh

89,012.50

178,025.00


34.40

m'

19,095.00

656,868.00


20.00

m'

16,899.17

337,983.33


6.00

m'

18,513.75

111,082.50


2.00

m'

73,786.25

147,572.50


26.40

m'

144,110.00

3,804,504.00

11. Pek. Pipa Buangan Air Hujan Dia. 3" (D)

49.50

m'

144,110.00

7,133,445.00


20.00

m'

205,335.00

4,106,700.00


1.00

Unit

2,500,000.00

2,500,000.00

1.00

Unit

15,000,000.00

15,000,000.00

Jumlah

40,835,020.33


Jumlah Lt. I

1,106,134,398.85

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA


PEK. STRUKTUR BETON


9.00

m3

930,676.90

8,376,092.14

-Besi Beton

3,524.12

Kg

13,251.00

46,698,076.26

57.00

m2

259,465.00

14,789,505.00

32.18

m3

930,676.90

29,944,529.41

-Bekisting 2x Pakai b. Balok Plat Lantai B2 (30/65) -Beton K.225

-Besi Beton

3,999.98

Kg

264.00

m2

-Bekisting 2x Pakai

13,251.00

53,003,697.12

259,465.00

68,498,760.00

c. Balok Plat Lantai B3 (40/60) -Beton K.225

9.00

m3

930,676.90

8,376,092.14

-Besi Beton

917.51

Kg

13,251.00

12,157,887.15

60.00

m2

259,465.00

15,567,900.00

-Bekisting 2x Pakai d. Balok Plat Lantai B4 (30/40) -Beton K.225

14.40

m3

930,676.90

13,401,747.43

-Besi Beton

1,826.33

Kg

13,251.00

24,200,717.76

132.00

m2

259,465.00

34,249,380.00

-Bekisting 2x Pakai e. Balok Lesplank BL (10/70) -Beton K.225

6.32

m3

930,676.90

5,882,808.72

-Besi Beton

421.88

Kg

13,251.00

5,590,353.08

135.45

m2

259,465.00

35,144,534.25

-Bekisting 2x Pakai f. Balok Latei (12/25) -Beton K.175

5.93

m3

881,921.19

5,233,320.34

-Besi Beton

1,033.47

Kg

13,251.00

13,694,450.55

-Bekisting 2x Pakai

98.90

m2

259,465.00

25,661,088.50

-Beton K.225

65.68

m3

930,676.90

61,125,370.02

-Besi Beton

9,654.72

Kg

13,251.00

127,934,758.32

-Bekisting 2x Pakai

547.32

m2

312,640.00

171,114,124.80

-Beton K.225

20.16

m3

930,676.90

18,762,446.40

-Besi Beton

1,771.36

Kg

13,251.00

23,472,273.13

-Bekisting 2x Pakai

134.40

m2

252,640.00

33,954,816.00

-Beton K.225

4.32

m3

930,676.90

4,020,524.23

-Besi Beton

546.67

Kg

13,251.00

7,243,859.81

-Bekisting 2x Pakai

43.20

m2

252,640.00

10,914,048.00

-Beton K.175

3.31

m3

881,921.19

2,920,922.98

-Besi Beton

776.97

kg

13,251.00

10,295,638.30

-Bekisting 2x Pakai

49.68

m2

252,640.00

12,551,155.20

1.00

Bh



b. Type Kolom K2 (30/60)

c. Type Kolom Praktis Kp (12/15)

5. Pek. Tangga Beton A.

Pek. Tangga

-Beton K.225

4.02

m3

930,676.90

3,738,417.45

-Besi Beton

417.17

Kg

13,251.00

5,527,921.26

-Bekisting 2x Pakai

23.80

m2

236,090.00 Jumlah

5,617,903.20 919,665,118.96

NO II

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

PEKERJAAN DINDING


590.78

m2

92,087.00

54,403,157.86


1,181.56

m2

43,145.60

50,979,115.14


326.18

m2

45,724.40

14,914,384.79

4. Pek. Acian

1,471.74

m2

27,687.50 Jumlah

III


164.80

m'

182,551.50

30,084,487.20


95.04

m'

169,684.83

16,126,846.56


88.32

m'

136,684.83

12,072,004.48


4.00

Bh

960,000.00

3,840,000.00


37.79

m2

551,706.25

20,847,434.41

76.00

Bh

53,706.25

4,081,675.00


48.00

Bh

38,137.50

1,830,600.00

8. Pas. Hak Angin

48.00

Bh

33,706.25

1,617,900.00


24.00

Bh

27,637.50

663,300.00


8.00

Set

279,275.00

2,234,200.00


4.00

Set

266,462.50

1,065,850.00

13. Pek. Reling Tangga + Balkon

15.30

m'

850,000.00

13,005,000.00


527.19

m2

142,147.08

74,938,520.86


105.33

m2

147,615.83

15,548,375.73

1. Pek. Lantai Utama Dan Balkon Keramik 40/40 cm

628.56

m2

178,540.00

112,223,102.40


21.30

m2

178,540.00

3,802,902.00

3. Pek. Plint Keramik Lantai Utama Dan Balkon Uk. 10 x 40

426.60

m'

27,643.00

11,792,503.80

4. Pek. Plint Keramik Tangga Uk. 10 x 40

17.34

m'

27,643.00

479,329.62


7.92

m2

172,548.00

1,366,580.16


36.00

m2

209,257.00

7,533,252.00

VIII

137,197,669.98

PEK. PENGECATAN

1. Pek. Cat Tembok

1,471.74

m2

29,356.50

43,205,135.31

2. Pek. Cat Plafond

m2

29,356.50

15,476,453.24

527.19

Jumlah VII

90,486,896.59

PEKERJAAN LANTAI

Jumlah VI

116,624,110.15

PEK. PLAFOND

Jumlah V

40,748,801.25 161,045,459.04


Jumlah IV

JML. HARGA

58,681,588.55



44.00

ttk

418,500.00

18,414,000.00


36.00

ttk

333,000.00

11,988,000.00


28.00

Bh

390,000.00

10,920,000.00


16.00

Bh

125,000.00

2,000,000.00


16.00

Bh

39,600.00

633,600.00


4.00

Bh

65,000.00

260,000.00


28.00

Bh

68,500.00

1,918,000.00

8. Pas. Stop Kontak

36.00

Bh

65,000.00

2,340,000.00

Jumlah

48,473,600.00



4.00

Set

2,505,630.00

10,022,520.00


4.00

Bh

63,512.50

254,050.00


7.00

m'

19,095.00

133,665.00


14.00

m'

16,899.17

236,588.33

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA


6.00

m' m'

18,513.75

111,082.50


14.00

m' m'

144,110.00

2,017,540.00

Jumlah Jumlah Lt Lt. IIII

12,775,445.83 1,544,949,889.09

D. LANTAI III (TIGA) I

PEK. ST STRUKTUR BE BETON

1. Pek. Balok Balok Lantai Lantai,, Ringbalk Ringbalk Dan Dan Balok Balok Latei Latei a. Balok Balok Plat Plat Lanta Lantaii B2 (30/6 (30/65) 5) -Beton K.225

38.03

m3 m3

930,676.90

35,388,989.30

-Besi Beton

4,727.25

Kg Kg

13,251.00

62,640,732.96

312.00

m2

259,465.00

80,953,080.00

-Bekisting 2x Pakai b. Balok Balok Plat Plat Lanta Lantaii B4 (30/4 (30/40) 0) -Beton K.225

15.48

m3 m3

930,676.90

14,406,878.49

-Besi Beton

1,963.31

Kg Kg

13,251.00

26,015,771.59

141.90

m2

259,465.00

36,818,083.50

-Bekisting 2x Pakai c. Balok Balok Plat Plat Lant Lantai ai B5 B5 (30/5 (30/50) 0) -Beton K.225

10.13

m3 m3

930,676.90

9,423,103.66

-Besi Beton

1,413.62

Kg Kg

13,251.00

18,731,925.95

87.75

m2

259,465.00

22,768,053.75

m3 m3

930,676.90

5,374,659.13

-Bekisting 2x Pakai d. Balok Balok Lesp Lesplan lankk BL (10/ (10/70) 70) -Beton K.225

5.78

-Besi Beton

385.44

Kg Kg

123.75

m2

-Bekisting 2x Pakai

13,251.00

5,107,465.44

259,465.00

32,108,793.75

f. Balo Balokk Lat Latei ei (12 (12/2 /25) 5) -Beton K.175

5.93

m3 m3

881,921.19

5,233,320.34

-Besi Beton

1,033.47

Kg Kg

13,251.00

13,694,450.55

-Bekisting 2x Pakai

98.90

m2 m2

259,465.00

25,661,088.50

-Beton K.225

65.08

m3 m3

930,676.90

60,572,547.94

-Besi Beton

9,567.41

Kg Kg

13,251.00

126,777,707.51

-Bekisting 2x Pakai

542.37

m2 m2

312,640.00

169,566,556.80

2. Pekerjaan Pekerjaan Plat Beton Beton Lantai, Lantai, t = 12 cm


20.16

m3 m3

930,676.90

18,762,446.40

-Besi Beton

1,771.36

Kg Kg

13,251.00

23,472,273.13

-Bekisting 2x Pakai

134.40

m2 m2

252,640.00

33,954,816.00

-Beton K.225

4.32

m3 m3

930,676.90

4,020,524.23

-Besi Beton

546.67

Kg Kg

13,251.00

7,243,859.81

-Bekisting 2x Pakai

43.20

m2 m2

252,640.00

10,914,048.00

-Beton K.175

3.31

m3 m3

881,921.19

2,920,922.98

-Besi Beton

776.97

kg kg

13,251.00

10,295,638.30

-Bekisting 2x Pakai

49.68

m2 m2

252,640.00

12,551,155.20

1.00 1.00

Bh

b. Type Type Kolo Kolom m K2 K2 (30/ (30/60) 60)

c. Type Type Kolom Kolom Prakt Praktis is Kp (12/ (12/15) 15)

5. Pek. Pek. Tangga Tangga Beton Beton A.

Pek. Tangga

-Beton K.225

4.02

m3 m3

930,676.90

3,738,417.45

-Besi Beton

417.17

Kg Kg

13,251.00

5,527,921.26

-Bekisting 2x Pakai

23.80

m2 m2

236,090.00

5,617,903.20

Jumlah

890,263,135.11

NO II

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

PEKE PEKER RJAA JAAN DIND INDING ING


590.78

m2 m2

92,087.00

54,403,157.86


1,181.56

m2 m2

43,145.60

50,979,115.14


185.07

m2 m2

45,724.40

8,462,150.17

4. Pek. Acian

1,330.63

m2 m2

27,687.50 Jumlah

III III


164.80

m' m'

182,551.50

30,084,487.20


95.04

m' m'

169,684.83

16,126,846.56


88.32

m' m'

136,684.83

12,072,004.48


4.00

B Bhh

960,000.00

3,840,000.00


37.79

m2 m2

551,706.25

20,847,434.41

76.00

Bh Bh

53,706.25

4,081,675.00


48.00

Bh Bh

38,137.50

1,830,600.00

8. Pas. Hak Angin

48.00

Bh Bh

33,706.25

1,617,900.00


24.00

Bh Bh

27,637.50

663,300.00


8.00

S Seet

279,275.00

2,234,200.00


4.00

S Seet

266,462.50

1,065,850.00

12. Pe Pek. Reling Tangga + Balkon

15.30

m' m'

850,000.00

13,005,000.00


527.19

m2 m2

142,147.08

74,938,520.86


105.33

m2 m2

147,615.83

15,548,375.73


628.56

m2 m2

178,540.00

112,223,102.40


21.30

m2 m2

178,540.00

3,802,902.00


426.60

m' m'

27,643.00

11,792,503.80


17.34

m' m'

27,643.00

479,329.62


7.92

m2 m2

172,548.00

1,366,580.16


36.00

m2 m2

209,257.00

7,533,252.00

VIII VIII

137,197,669.98

PEK. PEK. PENGE ENGEC CATAN TAN

1. Pek. Pek. Cat Tembok Tembok

1,330. 1,330.63 63

m2 m2

29,356.50

39,062,598.16

2. Pek. Cat Plafond

m2 m2

29,356.50

15,476,453.24

527.19

Jumlah VII VII

90,486,896.59

PEKE PEKER RJAA JAAN LANTA ANTAII

Jumlah VI

107,469,297.65

PEK. PL PLAFOND

Jumlah V

36,841,779.05 150,686,202.22

PEKE PEKERJ RJAA AAN N PIN PINTU TU DAN DAN JEND JENDEL ELA A

Jumlah IV

JML. HARGA

54,539,051.40

PEK. PEK. INST INSTAL ALAS ASII LIST LISTRI RIK K


44.00

ttttk

418,500.00

18,414,000.00


36.00

ttttk

333,000.00

11,988,000.00

3. Pe Pek. Pas. Lampu RM 2 x 36

28.00

B Bhh

390,000.00

10,920,000.00


16.00

Bh Bh

39,600.00

633,600.00


4.00

Bh Bh

65,000.00

260,000.00


28.00

Bh Bh

68,500.00

1,918,000.00

7. Pas. Stop Kontak

36.00

Bh Bh

65,000.00

2,340,000.00

Jumlah

46,473,600.00

PEK. PEK. SANI SANITAS TASII DAN DAN INSTAL INSTALASI ASI


4.00

S Seet

2,505,630.00

10,022,520.00


4.00

Bh Bh

63,512.50

254,050.00


7.00

m' m'

19,095.00

133,665.00


14.00

m' m'

16,899.17

236,588.33


6.00

m' m'

18,513.75

111,082.50

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA


14.00

m' m'

73,786.25

1,033,007.50


56.00

m' m'

144,110.00

8,070,160.00

Jumlah Jumlah Lt. III

19,861,073.33 1,496,976,926.28

E. LANTAI IV (EMPAT) I

PEK. ST STRUKTUR BE BETON

1. Pek. Balok Balok Lantai Lantai,, Ringbalk Ringbalk Dan Dan Balok Balok Latei Latei a. Balok Balok Plat Plat Lanta Lantaii B2 (30/6 (30/65) 5) -Beton K.225

38.03

m3 m3

930,676.90

35,388,989.30

-Besi Beton

4,727.25

Kg Kg

13,251.00

62,640,732.96

312.00

m2

259,465.00

80,953,080.00

-Bekisting 2x Pakai b. Balok Balok Plat Plat Lanta Lantaii B4 (30/4 (30/40) 0) -Beton K.225

15.48

m3 m3

930,676.90

14,406,878.49

-Besi Beton

1,963.31

Kg Kg

13,251.00

26,015,771.59

141.90

m2

259,465.00

36,818,083.50

-Bekisting 2x Pakai c. Balok Balok Plat Plat Lant Lantai ai B5 B5 (30/5 (30/50) 0) -Beton K.225

10.13

m3 m3

930,676.90

9,423,103.66

-Besi Beton

1,413.62

Kg Kg

13,251.00

18,731,925.95

87.75

m2

259,465.00

22,768,053.75

m3 m3

930,676.90

5,374,659.13

-Bekisting 2x Pakai d. Balok Balok Lesp Lesplan lankk BL (10/ (10/70) 70) -Beton K.225

5.78

-Besi Beton

385.44

Kg Kg

123.75

m2

-Bekisting 2x Pakai

13,251.00

5,107,465.44

259,465.00

32,108,793.75

f. Balo Balokk Lat Latei ei (12 (12/2 /25) 5) -Beton K.175

5.93

m3 m3

881,921.19

5,233,320.34

-Besi Beton

1,033.47

Kg Kg

13,251.00

13,694,450.55

-Bekisting 2x Pakai

98.90

m2 m2

259,465.00

25,661,088.50

-Beton K.225

65.08

m3 m3

930,676.90

60,572,547.94

-Besi Beton

9,567.41

Kg Kg

13,251.00

126,777,707.51

-Bekisting 2x Pakai

542.37

m2 m2

312,640.00

169,566,556.80

2. Pekerjaan Pekerjaan Plat Beton Beton Lantai, Lantai, t = 12 cm


20.16

m3 m3

930,676.90

18,762,446.40

-Besi Beton

1,771.36

Kg Kg

13,251.00

23,472,273.13

-Bekisting 2x Pakai

134.40

m2 m2

252,640.00

33,954,816.00

-Beton K.225

4.32

m3 m3

930,676.90

4,020,524.23

-Besi Beton

546.67

Kg Kg

13,251.00

7,243,859.81

-Bekisting 2x Pakai

43.20

m2 m2

252,640.00

10,914,048.00

-Beton K.175

3.31

m3 m3

881,921.19

2,920,922.98

-Besi Beton

776.97

kg kg

13,251.00

10,295,638.30

-Bekisting 2x Pakai

49.68

m2 m2

252,640.00

12,551,155.20

1.00 1.00

Bh

b. Type Type Kolo Kolom m K2 K2 (30/ (30/60) 60)

c. Type Type Kolom Kolom Prakt Praktis is Kp (12/ (12/15) 15)

5. Pek. Pek. Tangga Tangga Beton Beton A.

Pek. Tangga

-Beton K.225

4.02

m3 m3

930,676.90

3,738,417.45

-Besi Beton

417.17

Kg Kg

13,251.00

5,527,921.26

-Bekisting 2x Pakai

23.80

m2 m2

236,090.00

5,617,903.20

Jumlah

890,263,135.11

NO II

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

PEKERJAAN DINDING


590.78

m2

92,087.00

54,403,157.86


1,181.56

m2

43,145.60

50,979,115.14


185.07

m2

45,724.40

8,462,150.17

4. Pek. Acian

1,330.63

m2

27,687.50 Jumlah

III


164.80

m'

182,551.50

30,084,487.20


95.04

m'

169,684.83

16,126,846.56


88.32

m'

136,684.83

12,072,004.48


4.00

Bh

960,000.00

3,840,000.00


37.79

m2

551,706.25

20,847,434.41

76.00

Bh

53,706.25

4,081,675.00


48.00

Bh

38,137.50

1,830,600.00

8. Pas. Hak Angin

48.00

Bh

33,706.25

1,617,900.00


24.00

Bh

27,637.50

663,300.00


8.00

Set

279,275.00

2,234,200.00


4.00

Set

266,462.50

1,065,850.00

12. Pek. Reling Tangga + Balkon

15.30

m'

850,000.00

13,005,000.00


527.19

m2

142,147.08

74,938,520.86


105.33

m2

147,615.83

15,548,375.73


628.56

m2

178,540.00

112,223,102.40


21.30

m2

178,540.00

3,802,902.00


426.60

m'

27,643.00

11,792,503.80


17.34

m'

27,643.00

479,329.62


7.92

m2

172,548.00

1,366,580.16


36.00

m2

209,257.00

7,533,252.00

VIII

137,197,669.98

PEK. PENGECATAN

1. Pek. Cat Tembok

1,330.63

m2

29,356.50

39,062,598.16

2. Pek. Cat Plafond

m2

29,356.50

15,476,453.24

527.19

Jumlah VII

90,486,896.59

PEKERJAAN LANTAI

Jumlah VI

107,469,297.65

PEK. PLAFOND

Jumlah V

36,841,779.05 150,686,202.22


Jumlah IV

JML. HARGA

54,539,051.40



44.00

ttk

418,500.00

18,414,000.00


36.00

ttk

333,000.00

11,988,000.00


28.00

Bh

390,000.00

10,920,000.00


16.00

Bh

39,600.00

633,600.00


4.00

Bh

65,000.00

260,000.00


28.00

Bh

68,500.00

1,918,000.00

7. Pas. Stop Kontak

36.00

Bh

65,000.00

2,340,000.00

Jumlah

46,473,600.00



4.00

Set

2,505,630.00

10,022,520.00


4.00

Bh

63,512.50

254,050.00


7.00

m'

19,095.00

133,665.00


14.00

m'

16,899.17

236,588.33


6.00

m'

18,513.75

111,082.50

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA


14.00

m'

73,786.25

1,033,007.50


56.00

m'

144,110.00

8,070,160.00

Jumlah Jumlah Lt. IV

19,861,073.33 1,496,976,926.28

F. LANTAI ATAP I

PEK. STRUKTUR BETON

1. Pek. Balok Lantai, Ringbalk Dan Balok Latei 1. Pek. Balok Lantai, Ringbalk Dan Balok Latei a. Balok Plat Lantai B2 (30/65) -Beton K.225

38.03

m3

930,676.90

35,388,989.30

-Besi Beton

4,727.25

Kg

13,251.00

62,640,732.96

312.00

m2

259,465.00

80,953,080.00

-Bekisting 2x Pakai b. Balok Plat Lantai B4 (30/40) -Beton K.225

15.48

m3

930,676.90

14,406,878.49

-Besi Beton

1,963.31

Kg

13,251.00

26,015,771.59

141.90

m2

259,465.00

36,818,083.50

-Bekisting 2x Pakai c. Balok Plat Lantai B5 (30/50) -Beton K.225

10.13

m3

930,676.90

9,423,103.66

-Besi Beton

1,413.62

Kg

13,251.00

18,731,925.95

87.75

m2

259,465.00

22,768,053.75

-Bekisting 2x Pakai d. Balok Lesplank BL (10/70) -Beton K.225

5.78

m3

930,676.90

5,374,659.13

-Besi Beton

385.44

Kg

13,251.00

5,107,465.44

123.75

m2

259,465.00

32,108,793.75

-Bekisting 2x Pakai f. Balok Ringbalk (12/20) -Beton K.175

2.45

m3

881,921.19

2,158,943.07

-Besi Beton

506.21

Kg

13,251.00

6,707,730.41

-Bekisting 2x Pakai

51.00

m2

259,465.00

13,232,715.00

-Beton K.225

65.08

m3

930,676.90

60,572,547.94

-Besi Beton

9,567.41

Kg

13,251.00

126,777,707.51

-Bekisting 2x Pakai

542.37

m2

312,640.00

169,566,556.80

-Beton K.225

2.43

m3

930,676.90

2,261,991.60

-Besi Beton

303.81

Kg

13,251.00

4,025,786.31

-Bekisting 2x Pakai

20.25

m2

312,640.00

6,332,210.56

-Beton K.175

0.98

m3

881,921.19

865,958.42

-Besi Beton

230.35

kg

13,251.00

3,052,321.03

-Bekisting 2x Pakai

14.73

m2

252,640.00

3,721,008.24

-Beton K.175

2.80

m3

881,921.19

2,469,379.33

-Besi Beton

500.92

kg

13,251.00

6,637,690.92

-Bekisting 2x Pakai

35.00

m2

252,640.00

8,842,400.00


3. Pekerjaan Plat Beton Lantai Atap Tangga, t = 12 cm

4. Pek. Kolom a. Type Kolom Praktis Kp (12/15)

b. Type Kolom Dudukan Plat Atap Tangga (20/20)

Jumlah

766,962,484.65

NO II

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

PEKERJAAN DINDING


227.81

m2

92,087.00

20,978,155.30

3. Pek. Plesteran Biasa (1 : 5)

455.62

m2

43,145.60

19,657,825.69

4. Pek. Plesteran Beton (1 : 3)

77.42

m2

45,724.40

3,539,937.32

5. Pek. Acian

533.04

m2

27,687.50

14,758,406.56

Jumlah III

2. Pek. Pintu Panil Aluminium (Arah Ke Atap) 3. Pas. Engsel Pintu (Tiap Daun pintu Aluminium = 4 bh engsel, Kecuali Pintu KM = 3 bh)

5.30

m'

182,551.50

967,522.95

1.00

Bh

3,000,000.00

3,000,000.00

4.00

Bh

53,706.25

214,825.00

Jumlah


6.58

m2

178,540.00

1,174,971.74


9.37

m'

27,643.00

259,014.91

1. Pek. Cat Tembok

147.60

m2

29,356.50

4,332,872.62

2. Pek. Waterproofing Plat Atap

655.03

m2

125,000.00

81,878,450.00 86,211,322.62



1.00

ttk

418,500.00

418,500.00


1.00

Bh

390,000.00

390,000.00


1.00

Bh

65,000.00

65,000.00

Jumlah VII

1,433,986.65

PEK. PENGECATAN

Jumlah VI

4,182,347.95

PEKERJAAN LANTAI

Jumlah V

58,934,324.87


1. Pek. Kuseng Aluminium 4" x 1 3/4" (Arah Ke Atap)

IV

JML. HARGA

873,500.00



1.00

Bh

63,512.50

63,512.50

2. Pas. Roof drain Stainless

14.00

Bh

137,925.00

1,930,950.00

3. Pas. Stop Kran

1.00

Bh

89,012.50

89,012.50


7.00

m'

19,095.00

133,665.00


7.00

m'

16,899.17

118,294.17


2.00

m'

18,513.75

37,027.50

1.00

Bh

4,000,000.00

4,000,000.00

Jumlah

6,372,461.67


Jumlah Lt. Atap

924,970, 428.41

G. PEK. LAIN-LAIN DAN PENYELESAIAN AKHIR I


1. Pek. Penyelesaian Akhir/Pembersihan

1.00

Ls

1,000,000.00

1,000,000.00

2. Pek. Rangka Baja Berat + Atap Spandek (Atas Plat Atap)

1.00

Ls

1,572,072,000.00

1,572,072,000.00

Jumlah

1,573,072,000.00

Realcost

Rp

6,693,886,267.63

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB)

PEMBANGUNAN GEDUNG KANTOR PERKEBUNAN INDUK DINAS PERKEBUNAN PROVINSI SULAWESI BARAT

PEKERJAAN ANGGARAN NO

: PEMBANGUNAN GEDUNG KANTOR PERKEBUNAN : TAHUN 2011 JENIS PEKERJAAN

A LANTAI I (DASAR) I PEK. PERSIAPAN I PEK. TANAH DAN PONDASI II PEK. STRUKTUR BETON IV PEKERJAAN DINDING V PEKERJAAN PINTU DAN JENDELA VI PEK. PLAFOND VII PEKERJAAN LANTAI VIII PEK. PENGECATAN IX PEK. INSTALASI LISTRIK X PEK. SANITASI DAN INSTALASI B LANTAI II (DUA) I PEK. STRUKTUR BETON II PEKERJAAN DINDING III PEKERJAAN PINTU DAN JENDELA IV PEK. PLAFOND V PEKERJAAN LANTAI VI PEK. PENGECATAN VII PEK. KONSTRUKSI ATAP VIII PEK. INSTALASI LISTRIK IX PEK. SANITASI DAN INSTALASI X PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR REAL COST TOTAL PPN 10% TOTAL COST DIBULATKAN

TOTAL HARGA (Rp.)


52,712,422.50 234,894,253.73 473,282,228.28 119,050,287.62 27,216,000.00 -

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

1,087,359,528.62 523,439,934.21 2,517,954,654.97 251,795,465.50 2,769,750,120.46 2,769,750,000.00

TERBILANG : Dua milyar sembilan ratus empat puluh tiga juta enam puluh sembilan ribu rupiah,-

Mamuju, Mengetahui/Menyetujui : KEPALA DINAS PERKEBUNAN PROVINSI SULAWESI BARAT

Diketahui/Disetujui PEJABAT PELAKSANA TEKNIS KEGIATAN

Drs. H. MUHTAR BELO, MM Nip. 19551012 198203 1 006

KIMOTO BADO Nip. 19641231 199402 1 026

Mengetahui/Menyetujui : KEPALA DINAS PU PROVINSI SULAWESI BARAT

Ir. H. IDHAM HASIB, M.Si Nip. 19570116 198503 1 010

2011

RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN GEDUNG KANTOR PERKEBUNAN INDUK DINAS PERKEBUNAN PROVINSI SULAWESI BARAT

PEKERJAAN

: PEMBANGUNAN GEDUNG KANTOR PERKEBUNAN

ANGGARAN

: TAHUN 2011

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA


PEK. PERSIAPAN

1. Pek. Pengukuran dan Pas. Bowplank



4. Pek. Papan Nama Proyek

1.00

Ls

697.58

M2

30,000.00

1.00

Ls

5,000,000.00

5,000,000.00

Jumlah

52,712,422.50

5. Pek. Anti Rayap (Sistem Semprot) 6. Administrasi, Dokumentasi Dan Quality Control

138.30

M'

1.00

Ls

5,000,000.00

5,000,000.00

12.00

M2

2,266,375.00

27,196,500.00

108,575.00

500,000.00

15,015,922.50

500,000.00 -


PEK. TANAH DAN PONDASI

1. Pek. Galian Tanah Pondasi Poer

149.34

m3

75,375.00

11,256,502.50

2. Pek. Galian Tanah Pondasi Garis 3. Pek. Urugan Tanah Kembali (Pondasi Poer)

295.59

m3

60,625.00

17,920,380.19

108.95

m3

25,125.00

2,737,318.50

4. Pek. Urugan Tanah Kembali (Pondasi Garis)

36.43

m3

20,208.33

736,120.87

5. Pek. Urugan Pasir Bawah Pondasi Poer

3.73

m3

177,850.00

664,002.98

6. Pek. Urugan Pasir Bawah Pondasi Garis

28.66

m3

177,850.00

5,096,932.01

7. Pek. Pas. Batu Kosong

57.32

m3

365,091.00

20,925,993.87

8. Pek. Pas. Pondasi Batu Gunung, Camp. 1pc : 5ps

173.19

m3

673,455.00

116,636,681.63

9. Pek. Lantai Kerja Pondasi Poer, T = 5 Cm (Beton Lantai Kerja K100)

3.73

m3

735,120.63

2,744,572.89

4.00

Bh

-Beton K.225

3.00

m3

930,676.90

2,792,030.71

-Besi Beton

242.73

Kg

13,251.00

3,216,441.73

-Bekisting 2x Pakai

6.00

m2

144,030.00

864,180.00

8.00

Bh

10. Pek. Pondasi Poer a.

b.

c.

d.

Pondasi Poer Type P1, Uk. 150 x 150

Pondasi Poer Type P2, Uk. 150 x 75 -Beton K.225

3.01

m3

930,676.90

2,797,614.78

-Besi Beton

258.92

Kg

13,251.00

3,430,975.42

-Bekisting 2x Pakai

9.00

m2

144,030.00

1,296,270.00

12.00

Bh m3

930,676.90

2,094,023.04


2.25

-Besi Beton

238.46

Kg

13,251.00

3,159,886.46

-Bekisting 2x Pakai

9.00

m2

144,030.00

1,296,270.00

48.00

Bh

12.02

m3

930,676.90

11,182,083.01


-Besi Beton

1,358.14

Kg

13,251.00

17,996,713.14

-Bekisting 2x Pakai

m2

144,030.00

6,049,260.00

42.00

Jumlah II

234,894,253.73

PEK. STRUKTUR BETON

1. Pek. Stek Poer a. Pek. Stek Poer P1, Uk. 50 x 50

4.00

Bh

-Beton K.225

1.85

m3

930,676.90

1,721,752.27

-Besi Beton

372.84

Kg

13,251.00

4,940,564.32

-Bekisting 2x Pakai

14.80

m2

252,640.00

3,739,072.00

8.00

Bh

-Beton K.225

2.00

m3

930,676.90

1,859,492.46

-Besi Beton

421.22

Kg

13,251.00

5,581,562.05

-Bekisting 2x Pakai

23.38

m2

252,640.00

5,907,733.76

b. Pek. Stek Poer P2, Uk. 25 x 54

NO

URAIAN PEKERJAAN

VOL.

c. Pek. Stek Poer P3, Uk. 25 x 25

SAT

HRG. SAT. (Rp.)

JML. HARGA

12.00

Bh

-Beton K.225

1.39

m3

930,676.90

1,291,314.21

-Besi Beton

354.36

Kg

13,251.00

4,695,672.06

-Bekisting 2x Pakai

22.20

m2

252,640.00

5,608,608.00

d. Pek. Stek Poer P4, Uk. 25 x 35

48.00

Bh

7.77

m3

930,676.90

7,231,359.55

-Besi Beton

2,227.76

Kg

13,251.00

29,520,068.96

-Bekisting 2x Pakai

106.56

m2

252,640.00

26,921,318.40

-Beton K.225

29.41

m3

930,676.90

27,366,787.05

-Besi Beton

5,228.56

Kg

13,251.00

69,283,594.28

-Bekisting 2x Pakai

235.24

m2

152,217.50

35,807,949.14

-Beton K.225

0.76

m3

930,676.90

707,500.58

-Besi Beton

182.66

Kg

13,251.00

2,420,439.00

-Bekisting 2x Pakai

10.14

m2

152,217.50

1,542,876.58

-Beton K.225

5.40

m3

930,676.90

5,025,655.29

-Besi Beton

863.72

Kg

13,251.00

11,445,217.32

-Bekisting 2x Pakai

63.20

m2

252,640.00

15,966,848.00

-Beton K.225

4.50

m3

930,676.90

4,188,046.07

-Besi Beton

676.32

Kg

13,251.00

8,961,979.92

-Bekisting 2x Pakai

36.00

m2

252,640.00

9,095,040.00

-Beton K.225

18.90

m3

930,676.90

17,589,793.50

-Besi Beton

4,035.31

Kg

13,251.00

53,471,919.31

-Bekisting 2x Pakai

259.20

m2

252,640.00

65,484,288.00

-Beton K.225

3.50

m3

930,676.90

3,257,369.17

-Besi Beton

674.13

Kg

13,251.00

8,932,870.13

-Bekisting 2x Pakai

56.00

m2

252,640.00

14,147,840.00

-Beton K.225

2. Pek. Sloef Beton a. Sloef Beton Type S1, Uk. 25 x 35

b. Sloef Beton Type S2, Uk. 15 x 20


b. Type Kolom K1 (50/50)

c. Type Kolom K2 (25/35)

d. Type Kolom K3 (25/25)

e. Type Kolom Praktis Kp (12/20) -Beton K.175 -Besi Beton -Bekisting 2x Pakai

12.49

m3

881,921.19

-

3,051.52

kg

13,251.00

-

166.56

m2

252,640.00

-

4. Balok Latei BL2 (12/25) -Beton K.175 -Besi Beton -Bekisting 2x Pakai

7.32

m3

881,921.19

-

1,094.30

Kg

13,251.00

-

121.95

m2

259,465.00

-

5. Pek. Tangga Beton = 2 Bh A.

Pek. Tangga A

-Beton K.225

2.33

m3

930,676.90

2,172,814.14

-Besi Beton

404.87

Kg

13,251.00

5,364,948.27

-Bekisting 2x Pakai

10.59

m2

236,090.00

2,499,626.48

-Beton K.225

2.23

m3

930,676.90

2,074,218.23

-Besi Beton

379.28

Kg

13,251.00

5,025,873.73

-Bekisting 2x Pakai

10.29

m2

236,090.00

2,430,216.02

B.

Pek. Tangga B

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA

6. Pekerjaan Plat Meja Beton -Beton K.175

0.46

m3

881,921.19

-

-Besi Beton

84.46

Kg

13,251.00

-

9.20

m2

312,640.00

-

4.85

m3

881,921.19

-

635.14

Kg

13,251.00

-

52.51

m2

259,465.00

-

-Bekisting 2x Pakai 7. Balok Dudukan Kosen Luar/Profilan (24/15) -Beton K.175 -Besi Beton -Bekisting 2x Pakai

Jumlah IV

1. Pas. Pasangan Batu 1/2 Bata (1:5) 2. Pek. Plesteran Biasa( 1 : 5 ) 3. Pek. Plesteran Beton ( 1 : 3 ) 4. Pek. Acian

807.70

m2

92,087.00

-

1,615.39

m2

43,145.60

-

575.65

m2

45,724.40

-

2,090.35

m2

27,687.50

-

Jumlah V


946.23

m'

182,551.50

-


185.72

m'

169,684.83

-


120.44

m'

136,684.83

-

4. Pek. Pintu kaca Tempret 12 mm, Uk. 90 x 230 (Pintu Utama)

2.00

Bh

4,577,406.25

-


5.00

Bh

960,000.00

-

46.21

m2

551,706.25

-

7. Pek. Pas. Kaca 5 mm Curtain Wall Dan Kaca Mati Jendela

162.17

m2

551,706.25

-

8. Pek. Aluminium Composit Panel + Rangka 9. Pek. Partisi Dobel (rangka Kayu Kls. II + Lapis Multipleks 9mm, Finishing HPL)

269.88

m2

591,091.67

-

10.12

m2

785,000.00

-

2.00

Psg

1,835,156.25

-

131.00

Bh

53,706.25

-

10. Pas. Floring Ensel 11. Pas. Engsel Pintu (Tiap Daun pintu Aluminium = 4 bh engsel, Kecuali Pintu KM = 3 bh) 12. Pas. Engsel Jendela 13. Pas. Engsel Expanyolet (Pintu Utama, P1, P2, P3, P4 Dan P5)

104.00

Bh

38,137.50

-

31.00

Set

310,687.50

-

14. Pas. Hak Angin

104.00

Bh

33,706.25

-


31.00

Bh

410,687.50

-


52.00

Bh

27,637.50

-


1.00

Set

279,275.00

-


5.00

Set

266,462.50

-

20.00

Set

149,275.00

-


Jumlah


471.20

m2

142,147.08

-

47.63

m2

147,615.83

-

Jumlah

-

PEKERJAAN LANTAI

1. Pek. Urugan Tanah Di Bawah Lantai + Pemadatan

470.74

m3

2. Pek. Urugan Pasir Di Bawah Lantai

117.69

m3

177,850.00

-


41.19

m3

735,120.63

-

4. Pek. Rabat Beton Keliling Gedung & Ram = 7 Cm

1.26

m3

796,660.71

-

5. Pek. Lantai Utama Dan entrance Granit 60/60 cm

484.64

m2

480,673.50

-

6. Pek. Lantai Tangga Granit 60/60 Cm 7. Pek. Plint Lantai Utama Dan entrance Uk. 10 x 60 8. Pek. Lantai Keramik Toilet/KM/WC & Dapur, Uk. 20 x 20 9. Pek. Keramik Dinding Meja Beton Uk. 20 x 40 10. Pek. Keramik Dinding Toilet/KM/WC, Uk. 20 x 40

252,900.00

119,050,287.62

29.01

m2

480,673.50

-

484.10

m'

79,458.00

-

33.94

m2

172,548.00

-

8.13

m2

209,257.00

-

92.56

m2

209,257.00 Jumlah

VIII

-

PEK. PLAFOND


VII

-



VI

473,282,228.28

PEKERJAAN DINDING

119,050,287.62

PEK. PENGECATAN

1. Pek. Cat Tembok

1,820.47

m2

29,356.50

-

2. Pek. Cat Plafond

518.83

m2

29,356.50

-

Jumlah

-

NO IX

URAIAN PEKERJAAN

VOL.

HRG. SAT. (Rp.)

JML. HARGA



91.00

ttk

418,500.00

-


34.00

ttk

333,000.00

-


49.00

Bh

390,000.00

-


42.00

Bh

95,000.00

-


11.00

Bh

125,000.00

-


5.00

Bh

65,000.00

-


24.00

Bh

68,500.00

-

8. Pas. Stop Kontak

22.00

Bh

65,000.00

-

9. Pas. Stop Kontak AC 10. Pas. Panel Induk + MCB, Lengkap

11. Pemasukan Daya Listrik 33000 Watt 12. Pek. Penangkal Petir, terdiri dari :

- Elektroda penangkap

X

SAT

12.00

Bh

75,000.00

-

1.00

Unit

17,000,000.00

-

1.00

Ls

40,590,000.00

-

1.00

Set

27,216,000.00

27,216,000.00

2.00

Bh

Jumlah

27,216,000.00

- Pengantar Tembaga BCC 50 mm

60.00

m'


30.00

Bh


4.00

Bh


6.00

m'

- Pentanahan

1.00

Bh



4.00

Set

2,505,630.00

-


3.00

Set

733,840.00

-

3. Pas. Washbasin 2 mata + Acs, lengkap

2.00

Set

386,412.50

-


3.00

Set

2,198,490.00

-


12.00

Bh

63,512.50

-


7.00

Bh

62,925.00

-

7. Pas. Stop Kran

2.00

Bh

89,012.50

-


65.00

m'

19,095.00

-


88.00

m'

16,899.17

-


73.00

m'

18,513.75

-


60.50

m'

73,786.25

-


60.00

m'

144,110.00

-


120.00

m'

205,335.00

-


2.00

Bh

4,000,000.00

-


1.00

Unit

2,500,000.00

-


2.00

Unit

15,000,000.00

-

Jumlah

-


PEK. STRUKTUR BETON


5.38

m3

930,676.90

5,005,552.66

-Besi Beton

863.41

Kg

13,251.00

11,441,030.78

-Bekisting 2x Pakai

44.82

m2

259,465.00

11,629,221.30

b. Balok Plat Lantai B1 (25/40) -Beton K.225

16.69

m3

930,676.90

15,533,928.22

-Besi Beton

3,179.00

Kg

13,251.00

42,124,905.24

-Bekisting 2x Pakai

175.26

m2

259,465.00

45,472,668.31

c. Balok Plat Lantai B2 (20/40) -Beton K.225

14.19

m3

930,676.90

13,208,911.17

-Besi Beton

2,622.12

Kg

13,251.00

34,745,709.47

-Bekisting 2x Pakai

m2

259,465.00

46,031,685.65

177.41

NO

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA

d. Balok Plat Lantai B1* (25/40+10/30) -Beton K.225

0.94

m3

930,676.90

871,113.58

-Besi Beton

155.05

Kg

13,251.00

2,054,568.03

-Bekisting 2x Pakai

11.88

m2

259,465.00

3,082,444.20

-Beton K.225

6.94

m3

930,676.90

6,459,083.85

-Besi Beton

982.04

Kg

13,251.00

13,012,989.51

-Bekisting 2x Pakai

92.54

m2

259,465.00

24,009,853.24

e. Balok Plat Lantai B3 (20/30)

f. Balok Konsol Lantai BK (20/40) -Beton K.225

0.55

m3

930,676.90

512,244.57

-Besi Beton

101.69

Kg

13,251.00

1,347,446.49

-Bekisting 2x Pakai

6.88

m2

259,465.00

1,785,119.20

-Beton K.225

7.65

m3

930,676.90

7,119,678.32

-Besi Beton

1,205.79

Kg

-Bekisting 2x Pakai

168.30

m2

-Beton K.225

2.82

m3

-Besi Beton

373.10

Kg

-Bekisting 2x Pakai

24.44

m2

-Beton K.225

13.24

m3

-Besi Beton

2,193.46

Kg

-Bekisting 2x Pakai

176.54

-Beton K.225 -Besi Beton

g. Plat Level BLS (10/50) 13,251.00

15,977,963.04

297,640.00

50,092,812.00

930,676.90

2,624,508.87

h. Ringbalk RB0 (25/60) 13,251.00

4,944,011.70

259,465.00

6,341,324.60

930,676.90

12,322,348.35

13,251.00

29,065,535.81

m2

259,465.00

45,804,913.24

0.51

m3

930,676.90

-

75.82

Kg

13,251.00

-

8.45

m2

259,465.00

-

i. Ringbalk RB1 (15/40)

j.

Ringbalk RB2 (12/25)

-Bekisting 2x Pakai k. Balok Latei BL0 (25/60) -Beton K.225

3.19

m3

930,676.90

2,965,136.62

-Besi Beton

421.53

Kg

13,251.00

5,585,681.31

-Bekisting 2x Pakai

27.61

m2

259,465.00

7,164,347.58

7.34

m3

930,676.90

-

1,215.66

Kg

13,251.00

-

97.84

m2

259,465.00

-

l. Balok Latei BL1 (15/40) -Beton K.225 -Besi Beton -Bekisting 2x Pakai m. Balok Latei BL2 (12/25) -Beton K.225

3.60

m3

930,676.90

3,350,436.86

-Besi Beton

538.40

Kg

13,251.00

7,134,338.40

-Bekisting 2x Pakai

60.00

m2

259,465.00

15,567,900.00

n. Balok Latei BL3 (20/40) -Beton K.225

2.83

m3

930,676.90

2,629,720.66

-Besi Beton

398.06

Kg

13,251.00

5,274,645.36

-Bekisting 2x Pakai

30.02

m2

259,465.00

7,789,658.23

-Beton K.225

55.59

m3

930,676.90

51,734,843.78

-Besi Beton

6,948.55

Kg

13,251.00

92,075,242.68

-Bekisting 2x Pakai

463.24

m2

312,640.00

144,826,321.89


3. Pek. Kolom a. Type Kolom K0 (25/54) -Beton K.225

5.67

m3

930,676.90

5,276,938.05

-Besi Beton

906.91

Kg

13,251.00

12,017,478.19

-Bekisting 2x Pakai

66.36

m2

252,640.00

16,765,190.40

NO V

URAIAN PEKERJAAN

VOL.

SAT

HRG. SAT. (Rp.)

JML. HARGA

PEKERJAAN LANTAI

1. Pek. Lantai Utama Dan Balkon Granit 60/60 cm

523.28

m2

480,673.50

-

2. Pek. Plint Granit Lantai Utama Dan Balkon Uk. 10 x 60

375.40

m'

79,458.00

-


22.86

m2

172,548.00

-


76.95

m2

209,257.00

-

Jumlah VI

PEK. PENGECATAN

1. Pek. Cat Tembok

1,956.58

m2

29,356.50

-

2. Pek. Cat Plafond

790.72

m2

29,356.50

-

61.02

m2

34,382.50

-

3. Pek. Cat Kayu (Lesplank Woodplank)

Jumlah VII

-

PEK. KONSTRUKSI ATAP

1. Pek. Rangka Atap Baja Ringan

946.81

m2

180,000.00

170,425,854.00

2. Pek. Penutup Atap Genteng Keramik

946.81

m2

277,190.00

262,446,347.06

3. Nok/Bubungan Atap Genteng Keramik

97.75

m'

168,938.00

16,514,425.48

4. Pek. Pas. Aluminium Foil/Sisalation Lapis Atap

946.81

m2

31,425.00

29,753,513.68

5. Pek. Listplank Woodplank

174.34

m'

254,100.00

44,299,794.00

Jumlah VIII

-

523,439,934.21



159.00

ttk

418,500.00

-


14.00

ttk

333,000.00

-

3. Pek. Instalasi Titik Stop Kontak AC

16.00

ttk

333,000.00

-


40.00

Bh

390,000.00

-


97.00

Bh

95,000.00

-


22.00

Bh

125,000.00

-


3.00

Bh

65,000.00

-


20.00

Bh

68,500.00

-

9. Pas. Stop Kontak

14.00

Bh

65,000.00

-


16.00

Bh

75,000.00

-

Jumlah IX



3.00

Set

2,505,630.00

-


3.00


3.00

Set

733,840.00

-

Set

2,198,490.00

-


8.00

Bh

63,512.50

-


6.00

Bh

62,925.00

-

6. Pas. Stop Kran

1.00

Bh

89,012.50

-


48.00

m'

16,899.17

-


25.00

m'

18,513.75

-


21.00

m'

73,786.25

-


20.00

m'

144,110.00

-


22.00

m'

205,335.00

-

Jumlah X

-

-


1. Pek. Saluran Air Keliling Gedung

113.58

2. Pek. Tower air Uk. 2,00 x 2,00 m , Tinggi 8,00 m 3. Pek. Reling Tangga dan Balkon 4. Pek. Penyelesaian Akhir/Pembersihan Realcost Lt. I Dan II

m'

242,615.74

-

16,000,000.00

-

1.00

Unit

42.55

m'

850,000.00

-

1.00

Ls

1,500,000.00 Jumlah

-

Rp

2,517,954,654.97

RENCANA ANGGARAN BIAYA PEKERJAAN LAND CLEARING GEDUNG KANTOR DINAS PERKEBUNAN PROVINSI SULAWESI BARAT TAHUN ANGGARAN 2011 NO.

URIAN PEKERJAAN

SAT.

VOLUME

HARGA SATUAN

JUMLAH HARGA

(Rp.)

(Rp.)

I.

PEKERJAAN PERSIAPAN

1

Pek. Pengukuran

Ls

1.00

5,000,000.00

5,000,000.00

2

Pek. Mobilisasi Dan Demobilisasi

Ls

1.00

12,000,000.00

12,000,000.00

3

Pek. Dokumentasi/Foto - Foto Proyek

Ls

1.00

2,500,000.00

2,500,000.00

Jumlah

19,500,000.00

II.

PEKERJAAN LAND CLEARING

1

Pek. Cutting Lahan/Cut (Menggunakan Alat)

M3

2,579.76

37,389.47

96,455,851.13

2

Pek. Penimbunan/Fill (Menggunakan Alat)

M3

922.04

120,159.77

110,792,114.33

3

Pek. Urugan Tanah (Alat) (Untuk Jalan Lokasi)

M3

1,657.72

120,159.77

199,191,253.92

(Penghamparan Sisa Cutting Pada Jalan Menuju Lokasi)

Jumlah

406,439,219.38

III.

PEKERJAAN TALUD PENAHAN TANAH

1

Pek. Galian Tanah

M3

12.00

60,625.00

727,500.00

2

Pek. Pasir Urug Alas Pondasi

M3

3.00

177,850.00

533,550.00

3

Pek. Pondasi Talud Bt. Gunung, Camp. 1pc : 4ps

M3

86.63

673,455.00

58,338,039.38

Jumlah

59,599,089.38

REAL COST

Rp.

485,538,308.76

PPN ( 10 % )

Rp.

48,553,830.88

TOTAL COST ( A + B )

Rp.

534,092,139.63

DIBULATKAN

Rp.

534,092,100.00

TERBILANG Lima ratus dua puluh tujuh juta tujuh ratus sembilan puluh tujuh ribu rupiah,-

Mamuju, Mengetahui/Menyetujui : KEPALA DINAS PERKEBUNAN

2011.


PROVINSI SULAWESI BARAT

Drs. H. MUHTAR BELO, MM

KIMOTO BADO

Nip. 19551012 198203 1 006

Nip. 19641231 199402 1 026

REKAPITULASI ANGGARAN BIAYA PEMBANGUNAN GEDUNG KANTOR PERKEBUNAN DINAS PERKEBUNAN PROVINSI SULAWESI BARAT PEKERJAAN LOKASI TAHUN

: PEMBANGUNAN GEDUNG KANTOR PERKEBUNAN : PROVINSI SULAWESI BARAT : ANGGARAN 2011

NO

URAIAN PEKERJAAN

JUMLAH BIAYA

I

PEKERJAAN LAND CLEARING GEDUNG

Rp.

534,092,100.00

II

PEKERJAAN PEMBANGUNAN GEDUNG

Rp.

2,769,750,000.00

TOTAL COST + PPN

Rp. =

DIBULATKAN

Rp. =

3,303,842,100.00 3,303,842,100.00

TERBILANG

Tiga milyar empat ratus tujuh puluh juta delapan ratus enam puluh enam ribu rupiah,-

Mamuju,

2011.

Mengetahui/Menyetujui : KEPALA DINAS PERKEBUNAN PROVINSI SULAWESI BARAT



KIMOTO BADO Nip. 19641231 199402 1 026



REKAPITULASI ANGGARAN BIAYA PEMBANGUNAN PERKEBUNAN BARU DINAS PERKEBUNAN PROVINSI SULAWESI BARAT PEKERJAAN LOKASI TAHUN

: PEMBANGUNAN PERKEBUNAN BARU : PROVINSI SULAWESI BARAT : ANGGARAN 2011

NO

URAIAN PEKERJAAN

JUMLAH BIAYA

I

PEKERJAAN PERSIAPAN

Rp.

62,376,000.00

II

PEKERJAAN LAND CLEARING AREA PAGAR

Rp.

63,335,492.92

III

PEK. PAGAR BETON PREECAST, T = 240 Cm

Rp.

3,050,617,449.98

IV

PEK. PAGAR DURI, T = 240 Cm

Rp.

28,157,809.85

V

PEK. GERBANG DAN PAPAN NAMA KOMPLEKS

Rp.

54,320,112.87

VI

PEK. JEMBATAN BETON, P = 5 M, L = 6 M

Rp.

210,951,248.30

VII

PEK. JEMBATAN BETON, P = 1.5 M, L = 3 M

Rp.

46,448,977.12

VIII

PEK. SALURAN AIR, L = 70 CM

Rp.

500,419,832.53

IX

PEKERJAAN PERINTISAN JALAN PERKEBUNAN, L = 4 M

Rp.

1,397,124,777.78

X

PEKERJAAN LAIN - LAIN

Rp.

61,379,833.33

TOTAL COST

Rp. =

PPN 10%

Rp. =

JUMLAH

Rp. =

DIBULATKAN

Rp. =

5,475,131,534.70 547,513,153.47 6,022,644,688.17 6,022,644,000.00

TERBILANG Lima milyar delapan ratus sembilan puluh sembilan juta empat ratus sembilan puluh lima ribu rupiah,-

Mamuju,

2011.

Mengetahui/Menyetujui : KEPALA DINAS PERKEBUNAN PROVINSI SULAWESI BARAT



KIMOTO BADO Nip. 19641231 199402 1 026



RENCANA ANGGARAN BIAYA PEKERJAAN PEMBANGUNAN PERKEBUNAN BARU PROVINSI SULAWESI BARAT TAHUN ANGGARAN 2011 NO.

URIAN PEKERJAAN

SAT.

VOLUME

HARGA SATUAN (Rp.)

I.

PEKERJAAN PERSIAPAN

1

Pek. Pengukuran + Bouwplank

Ls

1.00

22,326,000.00

2

Pek. Direksi Keet

M2

12.00

500,000.00

3

Pek. Dokumentasi/Foto - Foto Proyek

Ls

1.00

2,500,000.00

4

Papan Nama Proyek

Ls

1.00

550,000.00

5

Pek. Air Kerja Dan P3K

Ls

1.00

6,000,000.00

6

Pek. Mobilisasi Dan Demobilisasi

Ls

1.00

25,000,000.00

II.

PEKERJAAN LAND CLEARING AREA PAGAR

1

Pek. Pembersihan Area Pekerjaan Pagar (Dari Semak, Pohon, Menggunakan Alat)

M2

6,886.00

1,719.83

2

Pek. Perataan Tanah, Sedalam 20 Cm, Lebar 2 M (Menggali, Meratakan Menggunakan Alat)

M3

1,377.20

37,389.47

III.

PEK. PAGAR BETON PREECAST, T = 240 Cm

M'

1

Pek. Galian Tanah Pondasi Setempat (Undak)

M3

1,218.88

60,625.00

2

Pek. Galian Tanah Pondasi Garis Menerus

M3

486.00

60,625.00

3,443.00

3,443.00

(Pondasi Pagar Depan)

3

Pek. Timbunan Kembali

M3

950.70

20,208.33

4

Pek. Pasir Urug

M3

95.76

177,850.00

5

Pek. Pas. Batu Kosong

M3

97.20

365,091.00

6

Pek. Pas. Pondasi Bt. Gunung Setempat (Undak)

M3

290.88

673,455.00

7

Pek. Pas. Pondasi Bt. Gunung (Pagar Depan)

M3

228.96

673,455.00

8

Pek. Pas. Pagar Beton Panel Pracetak (Preecast)

M'

3,443.00

733,500.00

Spesifikasi Pagar dalam 1 m' (Masuk Dalam Harga Per-M'): - Terdiri dari 6 Bh panel beton untuk dinding - Terdiri dari 1 Bh Tiang Setinggi 320 cm (Tertanam 80 cm Dalam Pondasi) - Tinggi Pagar 240 cm - Panel Beton Berukuran P = 250 cm, L = 40 cm, T = 8 cm - Mutu Beton K - 225 - Kebutuhan Panel Beton = 7950 Lbr - Kebutuhan Tiang Beton = 1325 Bh

NO.

URIAN PEKERJAAN

SAT.

VOLUME

HARGA SATUAN (Rp.)

IV.

PEK. PAGAR DURI, T = 240 Cm

M'

75.00

1

Pek. Galian Tanah Pondasi Setempat (Undak)

M3

41.47

60,625.00

2

Pek. Timbunan Kembali

M3

27.57

20,208.33

3

Pek. Pasir Urug

M3

1.22

177,850.00

4

Pek. Pas. Pondasi Bt. Gunung Setempat (Undak)

M3

10.76

673,455.00

5

Pek. Pas. Pagar Kawat Duri

M'

75.00

235,030.00

Spesifikasi Pagar dalam 1 m' : - Tinggi Pagar 240 cm - Jarak antara Kawat Duri 20 cm - Tiang yang digunakan dari Kayu Kls. I, Uk. 10 x 10 Cm - Jarak antara Tiang adalah 2 M

V.

PEK. GERBANG DAN PAPAN NAMA KOMPLEKS

1

Pek. Galian Tanah Pondasi

M3

5.26

60,625.00

2

Pek. Urugan Tanah Kembali

M3

1.75

20,208.33

3

Pek. Urugan Pasir Alas Pondasi

M3

0.64

177,850.00

4

Pek. Pas. Bt. Kosong

M3

0.46

365,091.00

5

Pek. Pondasi Bt. Gunung 1 : 4

M3

0.86

673,455.00

6

Pek. Pondasi Bt. Trasram 1/2 Bt. Camp. 1 : 3

M2

2.62

96,810.50

7

Pek. Lantai Kerja Poer

M3

0.14

735,120.63

8

Pek. Pondasi Poer (P1) -Beton K.225

M3

0.56

930,676.90

-Besi Beton

Kg

53.46

13,251.00

-Bekisting 2x Pakai

M2

1.99

144,030.00

-Beton K.225

M3

0.10

930,676.90

-Besi Beton

Kg

14.52

13,251.00

-Bekisting 2x Pakai

M2

0.80

152,217.50

-Beton K.225

M3

0.04

930,676.90

-Besi Beton

Kg

7.32

13,251.00

-Bekisting 2x Pakai

M2

0.53

152,217.50

-Beton K.225

M3

0.74

930,676.90

-Besi Beton

Kg

114.94

13,251.00

-Bekisting 2x Pakai

M2

11.84

252,640.00

-Beton K.225

M3

1.16

930,676.90

-Besi Beton

Kg

157.88

13,251.00

-Bekisting 2x Pakai

M2

17.14

252,640.00

9

10

11

12

Pek. Sloef S1 (25/25)

Pek. Sloef S2 (15/25)

Pek. Kolom K1 (25/25)

Pek. Kolom K2 (25/60)

NO.

13

URIAN PEKERJAAN

SAT.

VOLUME

HARGA SATUAN (Rp.)

Pek. Kolom K3 (15/60) -Beton K.225

M3

0.90

930,676.90

-Besi Beton

Kg

126.97

13,251.00

-Bekisting 2x Pakai

M2

15.00

252,640.00

-Beton K.225

M3

0.18

930,676.90

-Besi Beton

Kg

24.24

13,251.00

-Bekisting 2x Pakai

M2

2.16

259,465.00

-Beton K.225

M3

0.18

930,676.90

-Besi Beton

Kg

32.94

13,251.00

-Bekisting 2x Pakai

M2

1.44

259,465.00

-Beton K.225

M3

0.10

930,676.90

-Besi Beton

Kg

22.73

13,251.00

-Bekisting 2x Pakai

M2

1.00

312,640.00

17

Pek. Pas. Dinding 1 Bt. Camp. 1 : 5

M2

8.28

189,048.00

18

Pek. Pas. Dinding 1/2 Bt. Camp. 1 : 5

M2

5.22

92,087.00

19

Pek. Plesteran Biasa, Camp. 1 : 5

M2

27.00

43,145.60

20

Pek. Plesteran Beton, Camp. 1 : 3

M2

26.70

45,724.40

21

Pek. Acian

M2

53.70

27,687.50

22

Pek. Profilan

M'

25.60

75,000.00

23

Pek. Pengecatan

M2

53.70

29,356.50

24

Pek. Pasir Urug Alas Lantai

M3

0.26

177,850.00

25

Pek. Rabat Beton Alas Lantai, T = 7 Cm

M3

0.36

735,120.63

26

Pek. Lantai Keramik 40 x 40

M2

7.20

178,540.00

27

Pek. Rangka Portal Dan Papan Nama ' - Pek. Pipa BS 1/2" Med. A

M'

11.95

62,520.82

' - Pek. Pipa BS 2" Med. A

M'

25.58

164,584.92

' - Pek. Angkur Baut Ø14

Bh

16.00

15,000.00

' - Acsesories ornamen

Bh

2.00

75,000.00

' - Pek. Huruf Stainless Stell

Bh

50.00

250,000.00

VI.

PEK. JEMBATAN BETON, P = 5 M, L = 6 M

Unit

1


M3

4.32

60,625.00

2


M3

1.44

20,208.33

3


M3

4.16

177,850.00

4


M3

29.88

673,455.00

14

15

16

Pek. Balok 25/25

Pek. Ringbalk 15/25

Pek. Plat Beton

2.00

NO.

URIAN PEKERJAAN

5

Pek. Pondasi Bt. Gunung 1 : 4 (alas Saluran)

6

Pek. Balok Jembatan, Uk. 40 x 60 (Sisi Dalam Jembatan)

7

8

9

SAT.

VOLUME

HARGA SATUAN (Rp.)

M3

6.94

673,455.00

-Beton K.300

M3

2.88

972,037.54

-Besi Beton

Kg

365.99

13,251.00

-Bekisting 1x Pakai

M2

7.20

418,665.00

-Beton K.300

M3

4.80

972,037.54

-Besi Beton

Kg

703.58

13,251.00

-Bekisting 1x Pakai

M2

32.02

418,665.00

-Beton K.300

M3

6.00

972,037.54

-Besi Beton

Kg

1,064.40

13,251.00

-Bekisting 1x Pakai

M2

30.00

525,015.00

-Beton K.300

M3

2.40

972,037.54

-Bekisting 2x Pakai

M2

12.00

297,640.00

Pek. Balok Jembatan, Uk. 40 x 60 (Gelagar Jembatan)

Pek. Plat Lantai Jembatan, T = 20 Cm

Pek. Dinding Beton Decker Jembatan, T = 60 Cm, L = 40 Cm

Untuk 1 Unit Jembatan Jadi Untuk 2 Unit VII.

PEK. JEMBATAN BETON, P = 1.5 M, L = 3 M

Unit

8.00

(DI ATAS SALURAN AIR SISI JALAN)

1


M3

3.30

60,625.00

2


M3

1.10

20,208.33

3


M3

0.33

177,850.00

4


M3

1.40

673,455.00

5


M3

0.50

673,455.00

6

Pek. Plat Lantai Jembatan, T = 20 Cm -Beton K.250

M3

0.66

943,410.40

-Besi Beton

Kg

117.08

13,251.00

-Bekisting 1x Pakai

M2

3.30

525,015.00

-Beton K.250

M3

0.07

972,037.54

-Bekisting 2x Pakai

M2

0.91

297,640.00

9

Pek. Dinding Beton Decker Jembatan, T = 20 Cm, L = 15 Cm

Untuk 1 Unit Jembatan Jadi Untuk 8 Unit

NO. VIII.

URIAN PEKERJAAN PEK. SALURAN AIR, L = 70 CM

SAT.

VOLUME

M'

HARGA SATUAN (Rp.)

788.98

(SALURAN AIR SISI JALAN)

1


M3

867.88

60,625.00

2


M3

289.29

20,208.33

3


M3

86.79

177,850.00

4


M3

370.82

673,455.00

5


M3

134.13

673,455.00

6

Pek. Plesteran Saluran 1 : 5

M2

2,004.01

43,145.60

IX.

PEKERJAAN PERINTISAN JALAN PERKEBUNAN, L = 4 M

M'

3,498.80

1

Pek. Pembersihan Area Jalan

M2

17,494.00

1,719.83

M3

13,120.50

37,389.47

M3

6,560.25

120,159.77

M3

1,486.98

59,309.15

(Dari Semak, Pohon, Menggunakan Alat)

2

Pek. Perataan Tanah Pada Jalan Rata - Rata Ketebalan ± 75 Cm, Lebar 3 M (Menggali, Meratakan Menggunakan Alat)

3

Pek. Urugan Tanah (Alat) (Untuk Jalan Lokasi) (Penghamparan Sisa Cutting Pada Jalan Perkebunan)

3

Pek. Galian Untuk Pembuatan Saluran Sisi Jalan (Pada sisi kiri dan kanan jalan)

X

PEKERJAAN LAIN - LAIN

1

Pek. Pengadaan Genset, Kap. 25 KVA Type Silent

Unit

1.00

45,000,000.00

2

Pek. Pengadaan Pompa Air

Unit

1.00

5,000,000.00

3

Pek. Pengadaan Reservoir Stainless, Kap. 1 m3

Unit

2.00

4,000,000.00

4

Pek. Pemipaan, Pipa PVC AW 3/4"

M'

200.00

16,899.17

REAL COST

Rp.

Mamuju,

Mengetahui/Menyetujui : KEPALA DINAS PERKEBUNAN

Diket PEJABAT PELAK


Drs. H. MUHTAR BELO, MM

KIM

Nip. 19551012 198203 1 006

Nip. 19641

JUMLAH HARGA (Rp.)

22,326,000.00 6,000,000.00 2,500,000.00 550,000.00 6,000,000.00 25,000,000.00 62,376,000.00

11,842,719.11 51,492,773.81

63,335,492.92

73,894,529.08 29,463,750.00 19,212,062.50 17,030,916.00 35,486,845.20 195,894,590.40 154,194,256.80 2,525,440,500.00

3,050,617,449.98

JUMLAH HARGA (Rp.)

2,513,869.39 557,066.14 216,265.60 7,243,358.72 17,627,250.00

28,157,809.85

318,887.50 35,431.94 113,824.00 167,941.86 579,171.30 253,643.51 102,916.89 521,179.07 708,366.66 287,138.21 93,067.69 192,431.02 121,774.00 37,227.08 96,992.02 81,162.37 688,700.91 1,523,125.59 2,991,257.60 1,079,585.21 2,092,014.88 4,331,462.27

JUMLAH HARGA (Rp.)

837,609.21 1,682,505.97 3,790,357.92 167,521.84 321,188.34 560,444.40 167,521.84 436,464.09 373,629.60 93,067.69 301,234.98 312,640.00 1,565,317.44 480,694.14 1,164,931.20 1,220,841.48 1,486,818.75 1,920,000.00 1,576,444.05 46,241.00 264,643.43 1,285,488.00 747,123.79 4,210,082.13 240,000.00 150,000.00 12,500,000.00 54,320,112.87

261,900.00 29,100.00 739,856.00 20,122,835.40

JUMLAH HARGA (Rp.)

4,673,777.70 2,799,468.11 4,849,738.79 3,014,388.00 4,665,780.19 9,323,191.58 13,403,978.64 5,832,225.24 14,104,364.40 15,750,450.00 2,332,890.10 3,571,680.00 105,475,624.15 210,951,248.30

200,062.50 22,229.17 58,690.50 942,837.00 336,727.50 622,650.86 1,551,480.08 1,732,549.50 68,042.63 270,852.40 5,806,122.14 46,448,977.12

JUMLAH HARGA (Rp.)

52,615,103.75 5,846,122.64 15,435,210.23 249,730,987.17 90,328,229.40 86,464,179.34 500,419,832.53

30,086,629.12 490,568,500.44

788,278,131.14 88,191,517.08 1,397,124,777.78

45,000,000.00 5,000,000.00 8,000,000.00 3,379,833.33 61,379,833.33

5,475,131,534.70

2011.

ahui/Disetujui ANA TEKNIS KEGIATAN

OTO BADO

231 199402 1 026

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN GEDUNG KANTOR BARU DAN PERKEBUNAN INDUK PROVINSI SULAWESI BARAT TAHUN ANGGARAN 2011

JENIS PEKERJAAN

NO.

TOTAL HARGA (Rp.)

I

PEK. PEMBANGUNAN PERKEBUNAN BARU

Rp.

6,022,644,000.00

II

PEK. PEMBANGUNAN GEDUNG KANTOR BARU

Rp.

3,303,842,100.00

III IV V

PEK. PERENCANAAN PEK. PENGAWASAN PENGELOLA PROYEK

Rp. Rp. Rp.

312,800,000.00 216,839,000.00 100,000,000.00

Rp. Rp.

9,956,125,100.00 9,956,125,000.00

Total Cost + PPN 10% Dibulatkan Terbilang : Sepuluh milyar rupiah ,-

Mamuju, Mengetahui/Menyetujui :

KEPALA DINAS PERKEBUNAN PROVINSI SULAWESI BARAT

2011



KIMOTO BADO Nip. 19641231 199402 1 026

Mengetahui/Menyetujui :

KEPALA DINAS PU PROVINSI SULAWESI BARAT


DAFTAR ANALISA HARGA SATUAN PEKERJAAN A.6

PEKERJAAN PERSIAPAN A.6.2

A.6.4

A.6.5

Memasang 1 M' pagar sementara dari seng gelombang tinggi 2 meter 1.250 Btg Dolken kayu Ø8-10/400 cm @ Rp 30,000.00 2.500 Kg Semen Portland @ Rp 1,150.00 0.005 M3 Pasir beton @ Rp 148,000.00 0.009 M3 split/chipping 2-3 cm @ Rp 267,000.00 0.072 M3 Kayu klas II (balok) @ Rp 4,550,000.00 0.060 Kg Paku biasa 2" - 5" @ Rp 17,500.00 0.400 Ltr Residu @ Rp 6,400.00 0.200 Oh Tukang kayu @ Rp 100,000.00 0.400 Oh Pekerja @ Rp 75,000.00 0.020 Oh Kepala Tukang Kayu @ Rp 130,000.00 0.020 Oh Mandor @ Rp 175,000.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

Mengukur dan memasang 1 M' bouwplank 0.012 M3 Kayu klas II (balok) 0.020 Kg Paku biasa 2" - 5" 0.007 M3 Kayu klas II (papan) 0.100 Oh Tukang kayu 0.100 Oh Pekerja 0.010 Oh Kepala Tukang Kayu 0.005 Oh Mandor

@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp

4,550,000.00 17,500.00 4,850,000.00 100,000.00 75,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp Rp Rp

Membuat1 M2 kantor sementara, dengan lantai plesteran 1.250 Btg Dolken kayu Ø8-10/400 cm 0.180 M3 Kayu klas II (balok) 0.850 Kg Paku biasa 2" - 5" 1.100 Kg Besi strip 35.000 Kg Semen Portland 0.150 M3 Pasir pasang 0.100 M3 Pasir beton 0.150 M3 split/chipping 2-3 cm 30.000 Bh Batu merah 0.250 Lbr Seng plat BJLS 0.30 2.000 set Kaca nako lengkap teralis 0.080 M2 Kaca bening 5 mm 0.150 Bh Kunci tanam biasa 0.060 Lbr Multipleks 1.22 x 2.44 x 6 mm 2.000 Oh Tukang kayu 1.000 Oh Tukang batu 2.000 Oh Pekerja 0.300 Oh Kepala Tukang Kayu 0.050 Oh Mandor

@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp

30,000.00 4,550,000.00 17,500.00 12,500.00 1,150.00 134,000.00 148,000.00 267,000.00 550.00 50,000.00 350,000.00 105,000.00 173,000.00 82,500.00 100,000.00 100,000.00 75,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

Menggali 1 M3 tanah biasa sedalam 1 m 0.750 Oh Pekerja 0.025 Oh Mandor

@ Rp @ Rp

75,000.00 175,000.00

Rp Rp Rp

Menggali 1 M3 tanah biasa sedalam 2 m 0.900 Oh Pekerja 0.045 Oh Mandor

@ Rp @ Rp

75,000.00 175,000.00

Rp Rp Rp

B.6 PEKERJAAN TANAH B.6.1

B.6.2

B.6.9 Mengurug kembali 1 M3 galian (Dihitung 1/3 Kali Indeks Pekerjaan Galian) a. Untuk Galian Tanah Biasa Sedalam 1 m 0.250 Oh Pekerja @ Rp 75,000.00 0.008 Oh Mandor @ Rp 175,000.00

b. Untuk Galian Tanah Biasa Sedalam 2 m

Rp Rp Rp

0.300 0.015

Oh Oh

Pekerja Mandor

@ Rp @ Rp

75,000.00 175,000.00

Rp Rp Rp

B.6.10 Memadatkan 1 M3 tanah (per 20 cm) 0.500 Oh Pekerja 0.050 Oh Mandor

@ Rp @ Rp

75,000.00 175,000.00

Rp Rp Rp

B.6.11 Mengurug 1 M3 pasir urug 1.200 M3 Pasir urug 0.300 Oh Pekerja 0.010 Oh Mandor

@ Rp @ Rp @ Rp

128,000.00 75,000.00 175,000.00

Rp Rp Rp Rp

@ Rp @ Rp @ Rp

152,000.00 75,000.00 175,000.00

Rp Rp Rp Rp

B.6.15 Mengurug 1 M3 sirtu padat untuk peninggian lantai bangunan 1.200 M3 Sirtu @ Rp 0.250 Oh Pekerja @ Rp 0.025 Oh Mandor @ Rp

177,000.00 75,000.00 175,000.00

Rp Rp Rp Rp

Mengurug 1 M3 Tanah Timbunan 1.200 M3 Tanah timbunan 0.300 Oh Pekerja 0.010 Oh Mandor

An. K

158

M3

GALIAN TANAH BIASA (PAKAI ALAT/PEMBUANGAN SETEMPAT)

(Asumsi : Menggunakan Alat, 80% Galian Dibuang Dilokasi, 20% Galian Dibuang Dan Diangkut Keluar Deng (Asumsi : Jarak 1 Tripp PP < 2 Km, 2.5 rit PP/Jam/Truck)

1.000 1.000 1.000 1.000 1.000 2.000 5.000 5.000 0.240

Oh Oh Oh Oh Oh Oh Jam Jam Set

Mandor Operator terampil Pembantu operator Sopir Terampil Pembantu Sopir Pekerja Excavator Dump Truck, Kap. 5 Ton Alat -alat bantu 1 set (3 alat)

@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp

175,000.00 107,250.00 60,500.00 71,500.00 50,000.00 75,000.00 639,036.99 414,820.16 100,000.00 Untuk 1 M3

An. K

12

Are

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

PENGUPASAN TANAH DAN PEMBERSIHAN SEMAK PADA DAMIJA (MEN

(Asumsi : Menggunakan Tenaga Manusia, Tak ada pohon besar, Pembersihan 100 m/hari, Hasil kerja 25 m (Uraian : Mengupas dan membuang semak - semak dengan tenaga manusia pada Damija)

1.000 48.000 1.920

Oh Oh Set

Mandor Pekerja Alat -alat bantu 1 set (3 alat)

@ Rp @ Rp @ Rp

175,000.00 75,000.00 100,000.00 Untuk 1 Are Untuk 1 M2

An. K

2400

M2

Rp Rp Rp Rp Rp Rp

PENGUPASAN TANAH DAN PEMBERSIHAN SEMAK PADA DAMIJA (MEN

(Asumsi : Menggunakan Alat Berat, Tak ada pohon besar, Pembersihan 200 m/hari) (Uraian : Alat Berat Mengupas dan membuang semak - semak dari daerah milik jalan)

1.000 1.000 1.000 2.000 5.000 1.000

Oh Oh Oh Oh Jam Set

Mandor Operator terampil Pembantu operator Pekerja Buldozer 110 HP Alat -alat bantu 1 set (3 alat)

@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp

175,000.00 107,250.00 60,500.00 75,000.00 706,966.29 100,000.00 Untuk 1 M2

An. El

1

M3


GALIAN UNTUK DRAINASE, SALURAN DAN SALURAN AIR (MENGGUNA

(Asumsi : Menggunakan Alat Berat, Pada Daerah Sepanjang Jalan, Jam kerja Efektif per hari = 7 Jam) (Uraian : Penggalian Oleh Excavator, Hasil Galian Di buang Menggunakan Dump truck Sejauh 2 KM)

0.0075

Jam Mandor

@ Rp

25,000.00

Rp

0.030 0.0075 0.1302 -

(Asumsi : Harga Satuan upah perhari dibagi 7 jam) Jam Pekerja @ Rp (Asumsi : Harga Satuan upah perhari dibagi 7 jam) Jam Excavator @ Rp Jam Dump Truck, Kap. 5 Ton @ Rp Set Alat -alat bantu 1 set (3 alat) @ Rp

10,714.29

Rp

639,036.99 414,820.16 100,000.00

Rp Rp Rp Rp

167,000.00 1,150.00 134,000.00 100,000.00 75,000.00 130,000.00 175,000.00


167,000.00 128,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp Rp

C.6 PEKERJAAN PONDASI C.6.2

C.6.9

D.6

Memasang 1 1.200 163.000 0.520 1.500 0.600 0.060 0.075

M3 pondasi batu belah, campuran 1PC : 4PP M3 Batu gunung @ Rp Kg Semen Portland @ Rp M3 Pasir pasang @ Rp Oh Tukang batu @ Rp Oh Pekerja @ Rp Oh Kepala Tukang Batu @ Rp Oh Mandor @ Rp

Memasang 1 M3 batu kosong (aanstamping) 1.200 M3 Batu gunung 0.432 M3 Pasir urug 0.780 Oh Pekerja 0.390 Oh Tukang batu 0.039 Oh Kepala Tukang Batu 0.039 Oh Mandor


PEKERJAAN DINDING D.6.3

D.6.4

D.6.8

D.6.9

Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1 bt. camp. 1PC : 4PP 140.000 Bh Batu merah @ Rp 550.00 26.550 Kg Semen Portland @ Rp 1,150.00 0.093 M3 Pasir pasang @ Rp 134,000.00 0.600 Oh Pekerja @ Rp 75,000.00 0.200 Oh Tukang batu @ Rp 100,000.00 0.020 Oh Kepala Tukang Batu @ Rp 130,000.00 0.030 Oh Mandor @ Rp 175,000.00

Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1 bt. camp. 1PC : 5PP 140.000 Bh Batu merah @ Rp 550.00 22.200 Kg Semen Portland @ Rp 1,150.00 0.102 M3 Pasir pasang @ Rp 134,000.00 0.600 Oh Pekerja @ Rp 75,000.00 0.200 Oh Tukang batu @ Rp 100,000.00 0.020 Oh Kepala Tukang Batu @ Rp 130,000.00 0.030 Oh Mandor @ Rp 175,000.00

Memasang1 M2 dinding bata merah uk. (5x11x22) cm tebal 1/2 bt. camp. 1PC : 3PP 70.000 Bh Batu merah @ Rp 550.00 14.370 Kg Semen Portland @ Rp 1,150.00 0.040 M3 Pasir pasang @ Rp 134,000.00 0.300 Oh Pekerja @ Rp 75,000.00 0.100 Oh Tukang batu @ Rp 100,000.00 0.010 Oh Kepala Tukang Batu @ Rp 130,000.00 0.015 Oh Mandor @ Rp 175,000.00

Memasang1 M2 dinding bata merah uk. (5x11x22) cm tebal 1/2 bt. camp. 1PC : 4PP 70.000 Bh Batu merah @ Rp 550.00 11.500 Kg Semen Portland @ Rp 1,150.00 0.043 M3 Pasir pasang @ Rp 134,000.00 0.300 Oh Pekerja @ Rp 75,000.00 0.100 Oh Tukang batu @ Rp 100,000.00 0.010 Oh Kepala Tukang Batu @ Rp 130,000.00 0.015 Oh Mandor @ Rp 175,000.00





Rp D.6.10 Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1/2 bt. camp. 1PC : 5PP 70.000 Bh Batu merah @ Rp 550.00 9.680 Kg Semen Portland @ Rp 1,150.00 0.045 M3 Pasir pasang @ Rp 134,000.00 0.300 Oh Pekerja @ Rp 75,000.00 0.100 Oh Tukang batu @ Rp 100,000.00 0.010 Oh Kepala Tukang Batu @ Rp 130,000.00 0.015 Oh Mandor @ Rp 175,000.00


E.6 PEKERJAAN PLESTERAN E.6.3

Memasang 1 M2 plesteran 1PC : 3PP, tebal 15 mm 7.776 Kg Semen Portland 0.023 M3 Pasir pasang 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala Tukang Batu 0.010 Oh Mandor


1,150.00 134,000.00 75,000.00 100,000.00 130,000.00 175,000.00


Memasang 1 M2 plesteran 1PC : 5PP, tebal 15 mm 5.184 Kg Semen Portland 0.026 M3 Pasir pasang 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala Tukang Batu 0.010 Oh Mandor


1,150.00 134,000.00 75,000.00 100,000.00 130,000.00 175,000.00


E.6.20 Memasang 1 M2 plesteran skoning 1PC : 2PP, tebal 10 mm 0.500 Kg Semen Portland @ Rp 0.013 M3 Pasir pasang @ Rp 0.057 Oh Pekerja @ Rp 0.380 Oh Tukang batu @ Rp 0.038 Oh Kepala Tukang Batu @ Rp 0.003 Oh Mandor @ Rp

1,150.00 134,000.00 75,000.00 100,000.00 130,000.00 175,000.00


E.6.27 Memasang 1 M2 acian 3.250 Kg Semen Portland 0.150 Oh Pekerja 0.100 Oh Tukang batu 0.010 Oh Kepala Tukang Batu 0.008 Oh Mandor

1,150.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

1 M3 Membuat dan memasang kusen pintu dan jendela, kayu kls. I 1.100 M3 Kayu klas I (balok) untuk kosen pintu/jen @ Rp 1.250 Kg Paku biasa 2" - 5" @ Rp 1.000 Kg Lem kayu @ Rp 6.000 Oh Pekerja @ Rp 20.000 Oh Tukang kayu @ Rp 2.000 Oh Kepala Tukang Kayu @ Rp 0.300 Oh Mandor @ Rp

9,550,000.00 17,500.00 12,500.00 75,000.00 100,000.00 130,000.00 175,000.00


1 M2 Membuat dan memasang daun pintu panel, kayu kls. I atau II 0.040 M3 Kayu klas I (papan) listplank dan pintu/je @ Rp 0.500 Kg Lem kayu @ Rp 1.000 Oh Pekerja @ Rp 2.500 Oh Tukang kayu @ Rp 0.250 Oh Kepala Tukang Kayu @ Rp 0.050 Oh Mandor @ Rp

10,050,000.00 12,500.00 75,000.00 100,000.00 130,000.00 175,000.00


E.6.5

F.6

@ Rp @ Rp @ Rp @ Rp @ Rp

PEKERJAAN KAYU F.6.1

F.6.5

F.6.6

F.6.8

1 M2 Membuat dan memasang pintu dan jendela kaca, kayu kls. I atau II 0.024 M3 Kayu klas I (papan) listplank dan pintu/je @ Rp 10,050,000.00 0.300 Kg Lem kayu @ Rp 12,500.00 0.800 Oh Pekerja @ Rp 75,000.00 2.000 Oh Tukang kayu @ Rp 100,000.00 0.200 Oh Kepala Tukang Kayu @ Rp 130,000.00 0.040 Oh Mandor @ Rp 175,000.00

1 M2 Membuat daun pintu kayu lapis (plywood) rangkap, rangka tertutup kayu kls. II 0.025 M3 Kayu klas II (papan) @ Rp 4,850,000.00 0.030 Kg Paku Biasa 1/2" - 1" @ Rp 17,500.00 0.500 Kg Lem kayu @ Rp 12,500.00 1.000 Lbr Plywood Uk.90x220 cm Tebal 4 mm @ Rp 92,000.00 0.600 Oh Pekerja @ Rp 75,000.00 2.000 Oh Tukang kayu @ Rp 100,000.00 0.200 Oh Kepala Tukang Kayu @ Rp 130,000.00 0.030 Oh Mandor @ Rp 175,000.00

F.6.8 - SPL 1 M2 Membuat daun pintu Teakwood rangkap Lapis HPL, rangka tertutup kayu kls. II 0.025 M3 Kayu klas II (papan) @ Rp 4,850,000.00 0.030 Kg Paku Biasa 1/2" - 1" @ Rp 17,500.00 0.500 Kg Lem kayu @ Rp 12,500.00 1.000 Lbr Teakwood Uk. 90 x 220 x 4 mm @ Rp 92,000.00 0.700 Lbr HPL Uk. 120 x 240 @ Rp 176,000.00 0.600 Oh Pekerja @ Rp 75,000.00 2.500 Oh Tukang kayu @ Rp 100,000.00 0.250 Oh Kepala Tukang Kayu @ Rp 130,000.00 0.030 Oh Mandor @ Rp 175,000.00


Rp Rp Rp Rp Rp Rp Rp Rp Rp

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

G.6 PEKERJAAN BETON G.6.1

G.6.4

G.6.5

Membuat 1 M3 beton mutu f'c=7,4 Mpa (K100), slump (12 ± 2) cm, w/c=0,87 247.000 Kg Semen Portland @ Rp 1,150.00 869.000 Kg Pasir beton (Kg) @ Rp 105.71 999.000 Kg split/chipping 2-3 cm(Kg) @ Rp 197.78 215.000 Ltr Air @ Rp 250.00 1.650 Oh Pekerja @ Rp 75,000.00 0.275 Oh Tukang batu @ Rp 100,000.00 0.028 Oh Kepala Tukang Batu @ Rp 130,000.00 0.083 Oh Mandor @ Rp 175,000.00

Membuat 1 M3 lantai kerja beton mutu f'c=7,4 Mpa (K 100), slump (3-6) cm, w/c=0,87 230.000 Kg Semen Portland @ Rp 1,150.00 893.000 Kg Pasir beton (Kg) @ Rp 105.71 1,027.000 Kg split/chipping 2-3 cm(Kg) @ Rp 197.78 200.000 Ltr Air @ Rp 250.00 1.200 Oh Pekerja @ Rp 75,000.00 0.200 Oh Tukang batu @ Rp 100,000.00 0.020 Oh Kepala Tukang Batu @ Rp 130,000.00 0.060 Oh Mandor @ Rp 175,000.00

Membuat 1 M3 beton mutu f'c=14,5 Mpa (K 175), slump (12 ± 2) cm, w/c=0,66 326.000 Kg Semen Portland @ Rp 1,150.00 760.000 Kg Pasir beton (Kg) @ Rp 105.71 1,029.000 Kg split/chipping 2-3 cm(Kg) @ Rp 197.78 215.000 Ltr Air @ Rp 250.00 1.650 Oh Pekerja @ Rp 75,000.00 0.275 Oh Tukang batu @ Rp 100,000.00 0.028 Oh Kepala Tukang Batu @ Rp 130,000.00 0.083 Oh Mandor @ Rp 175,000.00




G.6.7

G.6.8

G.6.9




G.6.10 Membuat 1 M3 beton mutu f'c=26,4 Mpa (K 300), slump (12 ± 2) cm, w/c=0,52 413.000 Kg Semen Portland @ Rp 1,150.00 681.000 Kg Pasir beton (Kg) @ Rp 105.71 1,021.000 Kg split/chipping 2-3 cm(Kg) @ Rp 197.78 215.000 Ltr Air @ Rp 250.00 1.650 Oh Pekerja @ Rp 75,000.00 0.275 Oh Tukang batu @ Rp 100,000.00 0.028 Oh Kepala Tukang Batu @ Rp 130,000.00 0.083 Oh Mandor @ Rp 175,000.00

G.6.17 Pembesian 1 Kg dengan besi polos atau besi ulir 10.500 Kg Besi beton polos 0.150 Kg Kawat beton 0.070 Oh Pekerja 0.070 Oh Tukang besi 0.007 Oh Kepala Tukang Besi 0.004 Oh Mandor

G.6.20 Memasang 1 M2 bekisting untuk pondasi 0.040 M3 Kayu klas III (papan) 0.300 Kg Paku biasa 2" - 5" 0.100 Ltr Minyak bekisting 0.520 Oh Pekerja 0.260 Oh Tukang kayu 0.026 Oh Kepala Tukang Kayu 0.026 Oh Mandor

Memasang 1 M2 bekisting untuk pondasi 2 x Pemakaian 0.020 M3 Kayu klas III (papan) (Papan 2 kali Pakai) 0.300 Kg Paku biasa 2" - 5" 0.100 Ltr Minyak bekisting





@ Rp 11,000.00 @ Rp 21,000.00 @ Rp 75,000.00 @ Rp 100,000.00 @ Rp 130,000.00 @ Rp 175,000.00 Untuk Pembesian 10 Kg Untuk Pembesian 1 Kg



3,275,000.00 17,500.00 3,500.00 75,000.00 100,000.00 130,000.00 175,000.00


@ Rp

3,275,000.00

Rp

@ Rp @ Rp

17,500.00 3,500.00

Rp Rp

0.520 0.260 0.026 0.026

Oh Oh Oh Oh

Pekerja Tukang kayu Kepala Tukang Kayu Mandor

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp

G.6.21 Memasang 1 M2 bekisting untuk sloof 0.045 M3 Kayu klas III (papan) 0.300 Kg Paku biasa 2" - 5" 0.100 Ltr Minyak bekisting 0.520 Oh Pekerja 0.260 Oh Tukang batu 0.026 Oh Kepala Tukang Batu 0.026 Oh Mandor


3,275,000.00 17,500.00 3,500.00 75,000.00 100,000.00 130,000.00 175,000.00


@ Rp

3,275,000.00

Rp


17,500.00 3,500.00 75,000.00 100,000.00 130,000.00 175,000.00


@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp

3,275,000.00 17,500.00 3,500.00 4,550,000.00 130,000.00 30,000.00 75,000.00 100,000.00 130,000.00 175,000.00


3,275,000.00

Rp

17,500.00 3,500.00 4,550,000.00

Rp Rp Rp

130,000.00

Rp

30,000.00

Rp

75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp

3,275,000.00 17,500.00 3,500.00 4,550,000.00 130,000.00 30,000.00

Rp Rp Rp Rp Rp Rp

Memasang 1 M2 bekisting untuk sloof 2 Kali Pemakaian 0.023 M3 Kayu klas III (papan) (Papan 2 kali Pakai) 0.300 Kg Paku biasa 2" - 5" 0.100 Ltr Minyak bekisting 0.520 Oh Pekerja 0.260 Oh Tukang batu 0.026 Oh Kepala Tukang Batu 0.026 Oh Mandor

G.6.22 Memasang 1 M2 bekisting untuk kolom 0.040 M3 Kayu klas III (papan) 0.400 Kg Paku biasa 2" - 5" 0.200 Ltr Minyak bekisting 0.015 M3 Kayu klas II (balok) 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm 2.000 Btg Dolken kayu Ø8-10/400 cm 0.660 Oh Pekerja 0.330 Oh Tukang kayu 0.033 Oh Kepala Tukang Kayu 0.033 Oh Mandor

Memasang 1 M2 bekisting untuk kolom Untuk 2x Pemakaian 0.020 M3 Kayu klas III (papan) @ Rp (papan 2 x pakai) 0.400 Kg Paku biasa 2" - 5" @ Rp 0.200 Ltr Minyak bekisting @ Rp 0.008 M3 Kayu klas II (balok) @ Rp (Balok 2x pakai) 0.175 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp (Multipleks 2x pakai) 1.000 Btg Dolken kayu Ø8-10/400 cm @ Rp (dolken 2x pakai) 0.660 Oh Pekerja @ Rp 0.330 Oh Tukang kayu @ Rp 0.033 Oh Kepala Tukang Kayu @ Rp 0.033 Oh Mandor @ Rp

G.6.23 Memasang 1 M2 bekisting untuk balok 0.040 M3 Kayu klas III (papan) 0.400 Kg Paku biasa 2" - 5" 0.200 Ltr Minyak bekisting 0.018 M3 Kayu klas II (balok) 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm 2.000 Btg Dolken kayu Ø8-10/400 cm


0.660 0.330 0.033 0.033

Oh Oh Oh Oh

Pekerja Tukang kayu Kepala Tukang Kayu Mandor

@ Rp @ Rp @ Rp @ Rp

Memasang 1 M2 bekisting untuk balok Untuk 2x pemakaian 0.020 M3 Kayu klas III (papan) @ Rp (papan 2 x pakai) 0.400 Kg Paku biasa 2" - 5" @ Rp 0.200 Ltr Minyak bekisting @ Rp 0.009 M3 Kayu klas II (balok) @ Rp (Balok 2x pakai) 0.175 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp (Multipleks 2x pakai) 1.000 Btg Dolken kayu Ø8-10/400 cm @ Rp (dolken 2x pakai) 0.660 Oh Pekerja @ Rp 0.330 Oh Tukang kayu @ Rp 0.033 Oh Kepala Tukang Kayu @ Rp 0.033 Oh Mandor @ Rp

G.6.24 Memasang 1 M2 bekisting untuk lantai 0.040 M3 Kayu klas III (papan) 0.400 Kg Paku biasa 2" - 5" 0.200 Ltr Minyak bekisting 0.015 M3 Kayu klas II (balok) 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm 6.000 Btg Dolken kayu Ø8-10/400 cm 0.660 Oh Pekerja 0.330 Oh Tukang kayu 0.033 Oh Kepala Tukang Kayu 0.033 Oh Mandor


Memasang 1 M2 bekisting untuk lantai Untuk 2x Pemakaian 0.020 M3 Kayu klas III (papan) @ Rp (papan 2 x pakai) 0.400 Kg Paku biasa 2" - 5" @ Rp 0.200 Ltr Minyak bekisting @ Rp 0.008 M3 Kayu klas II (balok) @ Rp (Balok 2x pakai) 0.175 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp (Multipleks 2x pakai) 3.000 Btg Dolken kayu Ø8-10/400 cm @ Rp (dolken 2x pakai) 0.660 Oh Pekerja @ Rp 0.330 Oh Tukang kayu @ Rp 0.033 Oh Kepala Tukang Kayu @ Rp 0.033 Oh Mandor @ Rp

G.6.25 Memasang 1 M2 bekisting untuk dinding 0.030 M3 Kayu klas III (papan) 0.400 Kg Paku biasa 2" - 5" 0.200 Ltr Minyak bekisting 0.020 M3 Kayu klas II (balok) 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm 3.000 Btg Dolken kayu Ø8-10/400 cm 4.000 Bh Spacer/formite/penjaga jarak bekisting 0.660 Oh Pekerja 0.330 Oh Tukang kayu 0.033 Oh Kepala Tukang Kayu 0.033 Oh Mandor

@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp

Memasang 1 M2 bekisting untuk dinding Untuk 2x Pemakaian 0.015 M3 Kayu klas III (papan) @ Rp (papan 2 x pakai) 0.400 Kg Paku biasa 2" - 5" @ Rp

75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp

3,275,000.00

Rp

17,500.00 3,500.00 4,550,000.00

Rp Rp Rp

130,000.00

Rp

30,000.00

Rp

75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp

3,275,000.00 17,500.00 3,500.00 4,550,000.00 130,000.00 30,000.00 75,000.00 100,000.00 130,000.00 175,000.00


3,275,000.00

Rp

17,500.00 3,500.00 4,550,000.00

Rp Rp Rp

130,000.00

Rp

30,000.00

Rp

75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp

3,275,000.00 17,500.00 3,500.00 4,550,000.00 130,000.00 30,000.00 17,500.00 75,000.00 100,000.00 130,000.00 175,000.00


3,275,000.00

Rp

17,500.00

Rp

0.200 0.010

Ltr M3

0.175

Lbr

1.500

Btg

2.000

Bh

0.660 0.330 0.033 0.033

Oh Oh Oh Oh

Minyak bekisting Kayu klas II (balok) (Balok 2x pakai) Multipleks 1.22 x 2.44 x 9 mm (Multipleks 2x pakai) Dolken kayu Ø8-10/400 cm (dolken 2x pakai) Spacer/formite/penjaga jarak bekisting (spacer 2x pemakaian) Pekerja Tukang kayu Kepala Tukang Kayu Mandor

G.6.26 Memasang 1 M2 bekisting untuk tangga 0.030 M3 Kayu klas III (papan) 0.400 Kg Paku biasa 2" - 5" 0.150 Ltr Minyak bekisting 0.015 M3 Kayu klas II (balok) 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm 2.000 Btg Dolken kayu Ø8-10/400 cm 0.660 Oh Pekerja 0.330 Oh Tukang kayu 0.033 Oh Kepala Tukang Kayu 0.033 Oh Mandor

@ Rp @ Rp

3,500.00 4,550,000.00

Rp Rp

@ Rp

130,000.00

Rp

@ Rp

30,000.00

Rp

@ Rp

17,500.00

Rp

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp


3,275,000.00 17,500.00 3,500.00 4,550,000.00 130,000.00 30,000.00 75,000.00 100,000.00 130,000.00 175,000.00


3,275,000.00

Rp

17,500.00 3,500.00 4,550,000.00

Rp Rp Rp

130,000.00

Rp

30,000.00

Rp

75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp

Memasang 1 M2 bekisting untuk tangga Untuk 2x Pemakaian 0.015 M3 Kayu klas III (papan) @ Rp (papan 2 x pakai) 0.400 Kg Paku biasa 2" - 5" @ Rp 0.150 Ltr Minyak bekisting @ Rp 0.008 M3 Kayu klas II (balok) @ Rp (Balok 2x pakai) 0.175 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp (Multipleks 2x pakai) 1.000 Btg Dolken kayu Ø8-10/400 cm @ Rp (dolken 2x pakai) 0.660 Oh Pekerja @ Rp 0.330 Oh Tukang kayu @ Rp 0.033 Oh Kepala Tukang Kayu @ Rp 0.033 Oh Mandor @ Rp

H.6 PEKERJAAN PENUTUP ATAP H.6.2 - SPL Memasang 1 M2 Atap Genteng Keramik 16.000 Bh Genteng keramik Natural 0.150 Oh Pekerja 0.075 Oh Tukang kayu 0.008 Oh Kepala Tukang Kayu 0.008 Oh Mandor


16,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

H.6.5 - SPL Memasang 1 M' Bubung Genteng Keramik 5.000 Bh Nok genteng keramik Natural 8.000 Kg Semen Portland 0.032 M3 Pasir pasang 0.400 Oh Pekerja 0.200 Oh Tukang kayu 0.020 Oh Kepala Tukang Kayu 0.002 Oh Mandor


20,500.00 1,150.00 134,000.00 75,000.00 100,000.00 130,000.00 175,000.00


H.6.32 Memasang 1 M2 Atap Genteng Metal 1.020 Lbr Genteng metal 0.200 Kg Paku biasa 2" - 5" 0.200 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala Tukang Kayu 0.001 Oh Mandor


87,000.00 17,500.00 75,000.00 100,000.00 130,000.00 175,000.00


H.6.36 Memasang 1 M' Nok Genteng Metal 1.100 Lbr Nok genteng Metal 0.050 Kg Paku Biasa 1/2" - 1" 0.250 Oh Pekerja 0.150 Oh Tukang kayu 0.015 Oh Kepala Tukang Kayu 0.013 Oh Mandor


40,500.00 17,500.00 75,000.00 100,000.00 130,000.00 175,000.00


H.6.38 - SPL Memasang 1 M2 Atap Seng Spandek 1.000 M2 Long Spandek Type G550 AZ-100 T=0,4 8.000 Bh Paku Sekrup + Mor + Pelapis 0.120 Oh Pekerja 0.060 Oh Tukang kayu 0.006 Oh Kepala Tukang Kayu 0.006 Oh Mandor


68,000.00 2,500.00 75,000.00 100,000.00 130,000.00 175,000.00


H.6.39 - SPL Memasang 1 M' Atap Nok Seng Spandek 0.900 M Nok Long Spandek Type G550 AZ-100 T 10.000 Bh Paku Sekrup + Mor + Pelapis 0.150 Oh Pekerja 0.070 Oh Tukang kayu 0.008 Oh Kepala Tukang Kayu 0.006 Oh Mandor


41,500.00 2,500.00 75,000.00 100,000.00 130,000.00 175,000.00


@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp

60,000.00 17,500.00 22,500.00 75,000.00 100,000.00 130,000.00 175,000.00 5,000.00



12,500.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

Memasang 1 M2 langit-langit lambriziring kayu, tebal 9 mm 0.015 M3 Kayu klas II (papan) @ Rp 0.010 Kg Paku biasa 1/2" - 1" @ Rp 0.600 Oh Pekerja @ Rp 0.800 Oh Tukang kayu @ Rp 0.080 Oh Kepala Tukang Kayu @ Rp 0.030 Oh Mandor @ Rp

4,850,000.00 17,500.00 75,000.00 100,000.00 130,000.00 175,000.00


SPL

Memasang Lisplank Ukuran 2x (2x20) cm, woodplank 1.050 Lbr Woodplank 2/20 x 4 M 0.060 Kg Paku Biasa 1/2" - 1" 7.000 M Besi Hollow 4 x 4 0.100 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala Tukang Kayu 0.050 Oh Mandor 1.000 Ls Alat Bantu

H.6.42 Memasang 1 M2 Alluminium Foil/sisalation 1.050 M2 Aluminium foil/sisalation single type 0.150 Oh Pekerja 0.050 Oh Tukang kayu 0.005 Oh Kepala Tukang Kayu 0.008 Oh Mandor

I.6

PEKERJAAN LANGIT - LANGIT/PLAFOND I.6.6

I.6.7

M2 langit-langit gypsum board ukuran (120x240x9) mm, tebal 9 mm Lbr Gypsumboard 9 mm @ Rp 55,000.00 Kg Paku sekrup 3,5" @ Rp 21,500.00 Oh Pekerja @ Rp 75,000.00 Oh Tukang kayu @ Rp 100,000.00 Oh Kepala Tukang Kayu @ Rp 130,000.00 Oh Mandor @ Rp 175,000.00


SPL

Memasang 1 M2 langit-langit gypsum board ukuran (120x240x9) mm, tebal 9 mm + rangka 4.000 M Besi Hollow Galvanis 2/4 @ Rp 7,000.00 Rp 1.500 Bh Ramsel nails @ Rp 2,500.00 Rp 0.365 M2 Gypsumboard 9 mm @ Rp 55,000.00 Rp 0.030 Kg UB 888/400 Compoud @ Rp 4,500.00 Rp 0.016 Roll Isolasi Gypsun @ Rp 25,000.00 Rp 11.500 Bh Srews/sekrup @ Rp 1,000.00 Rp 0.010 Lbr Kertas Amplas @ Rp 5,000.00 Rp 0.070 Oh Pekerja @ Rp 75,000.00 Rp 0.700 Oh Tukang besi @ Rp 100,000.00 Rp 0.007 Oh Kepala Tukang Besi @ Rp 130,000.00 Rp 0.012 Oh Mandor @ Rp 175,000.00 Rp Rp

SPL

Memasang 1 M2 langit-langit Calsyboard board ukuran (120x240) mm, tebal 6 mm + rangka 4.000 M Besi Hollow Galvanis 2/4 @ Rp 7,000.00 Rp 1.500 Bh Ramsel nails @ Rp 2,500.00 Rp 0.365 M2 Calsyboard 6 mm @ Rp 70,000.00 Rp 0.030 Kg UB 888/400 Compoud @ Rp 4,500.00 Rp 0.016 Roll Isolasi Gypsun @ Rp 25,000.00 Rp 11.500 Bh Srews/sekrup @ Rp 1,000.00 Rp 0.010 Lbr Kertas Amplas @ Rp 5,000.00 Rp 0.070 Oh Pekerja @ Rp 75,000.00 Rp 0.700 Oh Tukang besi @ Rp 100,000.00 Rp 0.007 Oh Kepala Tukang Besi @ Rp 130,000.00 Rp 0.012 Oh Mandor @ Rp 175,000.00 Rp Rp

SPL

Memasang 1 3.500 1.050 11.500 0.070 0.700 0.007 0.012

M2 langit-langit Lambrasering Aluminium + rangka Hollow M Besi Hollow Galvanis 2/4 @ Rp M2 Lambrasering Aluminium L = 12 Cm @ Rp Bh Srews/sekrup @ Rp Oh Pekerja @ Rp Oh Tukang besi @ Rp Oh Kepala Tukang Besi @ Rp Oh Mandor @ Rp

7,000.00 455,000.00 1,000.00 75,000.00 100,000.00 130,000.00 175,000.00


Memasang 1 1.050 4.000 0.050 0.050 0.005 0.003

M' list langit-langit Aluminium M' List Alluminium Strip Bh Srews/sekrup Oh Pekerja Oh Tukang kayu Oh Kepala Tukang Kayu Oh Mandor


7,000.00 1,000.00 75,000.00 100,000.00 130,000.00 175,000.00


@ Rp

2,000,000.00

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00


SPL

J.6

Memasang 1 0.364 0.110 0.100 0.050 0.005 0.005

PEKERJAAN PIPA DAN SANITER J.6.1

Memasang 1 1.000 6 3.300 1.100 0.001 0.160

Bh kloset duduk/monoblok Bh Closet duduk dudblok + Kran Shower % Perlengkapan Oh Pekerja Oh Tukang batu Oh Kepala Tukang Batu Oh Mandor

J.6.4

J.6.5

J.6.9

Memasang 1 Bh urinoir 1.000 Bh Urinoir 3 % Perlengkapan 6.000 Kg Semen Portland 0.010 M3 Pasir pasang 1.000 Oh Pekerja 1.000 Oh Tukang batu 0.300 Oh Kepala Tukang Batu 0.110 Oh Mandor

Memasang 1 1.000 12 6.000 0.010 1.200 1.450 0.150 0.100

Bh wastafel Bh Wastafel keramik % Perlengkapan Kg Semen Portland M3 Pasir pasang Oh Pekerja Oh Tukang batu Oh Kepala Tukang Batu Oh Mandor

Memasang 1 Bh badkip porselen 1.000 Bh Bath tub + Acs 2 % Perlengkapan 0.008 Oh Pekerja 0.075 Oh Tukang pipa 0.008 Oh Kepala Tukang pipa 0.004 Oh Mandor

J.6.25 Memasang 1 M' pipa PVC tipe AW diameter 1/2" 1.200 M' Pipa PVC AW 1/2'' 35 % Perlengkapan 0.036 Oh Pekerja 0.060 Oh Tukang pipa 0.006 Oh Kepala Tukang pipa 0.002 Oh Mandor

@ Rp

1,900,000.00


1,150.00 134,000.00 75,000.00 100,000.00 130,000.00 175,000.00

@ Rp

405,000.00


1,150.00 134,000.00 75,000.00 100,000.00 130,000.00 175,000.00

@ Rp

8,500,000.00

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00

@ Rp

5,625.00

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00

Memasang 1 M' pipa PVC tipe AW diameter 1/2" Untuk Instalasi Air Panas 1.200 M' Pipa PVC Air Panas 1/2'' @ Rp 41,250.00 35 % Perlengkapan 0.036 Oh Pekerja @ Rp 75,000.00 0.060 Oh Tukang pipa @ Rp 100,000.00 0.006 Oh Kepala Tukang pipa @ Rp 130,000.00 0.002 Oh Mandor @ Rp 175,000.00

J.6.26 Memasang 1 M' pipa PVC tipe AW diameter 3/4" 1.200 M' Pipa PVC AW 3/4'' 35 % Perlengkapan 0.036 Oh Pekerja 0.060 Oh Tukang pipa 0.006 Oh Kepala Tukang pipa 0.002 Oh Mandor

J.6.27 Memasang 1 M' pipa PVC tipe AW diameter 1" 1.200 M' Pipa PVC AW 1'' 35 % Perlengkapan 0.036 Oh Pekerja 0.060 Oh Tukang pipa 0.006 Oh Kepala Tukang pipa 0.002 Oh Mandor

@ Rp

4,583.33

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00

@ Rp

6,000.00

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00





Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp


J.6.29 Memasang 1 M' pipa PVC tipe D diameter 2" 1.200 M' Pipa PVC 2'' (D) 35 % Perlengkapan 0.054 Oh Pekerja 0.090 Oh Tukang pipa 0.009 Oh Kepala Tukang pipa 0.003 Oh Mandor

@ Rp

38,125.00

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00

@ Rp

78,750.00

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00

@ Rp

118,250.00

@ Rp @ Rp @ Rp @ Rp

75,000.00 100,000.00 130,000.00 175,000.00

J.6.33 Memasang 1 Bh bak cuci piring stainles steel 1.000 Bh Washbasin stainless stel 1.000 Bh Waterdrain + accesoriss 0.030 Oh Pekerja 0.300 Oh Tukang batu 0.030 Oh Kepala Tukang Batu 0.002 Oh Mandor


300,000.00 50,000.00 75,000.00 100,000.00 130,000.00 175,000.00


J.6.35 Memasang 1 Bh kran diameter 3/4" atau 1/2" 1.000 Bh Kran air biasa 1/2" - 3/4" 0.025 Bh Seal tape 0.010 Oh Pekerja 0.100 Oh Tukang pipa 0.010 Oh Kepala Tukang pipa 0.005 Oh Mandor


50,500.00 3,500.00 75,000.00 100,000.00 130,000.00 175,000.00


Memasang 1 Bh kran air ganda diameter 3/4" atau 1/2" 1.000 Bh Kran air ganda 1/2" - 3/4" 0.025 Bh Seal tape 0.010 Oh Pekerja 0.100 Oh Tukang pipa 0.010 Oh Kepala Tukang pipa 0.005 Oh Mandor


250,000.00 3,500.00 75,000.00 100,000.00 130,000.00 175,000.00


Memasang 1 Bh kran Shower 1.000 Bh Kran Shower 0.025 Bh Seal tape 0.010 Oh Pekerja 0.100 Oh Tukang pipa 0.010 Oh Kepala Tukang pipa 0.005 Oh Mandor


125,000.00 3,500.00 75,000.00 100,000.00 130,000.00 175,000.00


Memasang 1 Bh Shower Tray 1.000 Bh Shower Tray + Acc 0.025 Bh Seal tape 0.010 Oh Pekerja 0.100 Oh Tukang pipa

@ Rp @ Rp @ Rp @ Rp

265,000.00 3,500.00 75,000.00 100,000.00

Rp Rp Rp Rp



Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp


0.010 0.005

Oh Oh

Kepala Tukang pipa Mandor

@ Rp @ Rp

130,000.00 175,000.00

Rp Rp Rp

Memasang 1 Bh Stop kran 1.000 Bh Stop Kran 0.025 Bh Seal tape 0.010 Oh Pekerja 0.100 Oh Tukang pipa 0.010 Oh Kepala Tukang pipa 0.005 Oh Mandor


76,000.00 3,500.00 75,000.00 100,000.00 130,000.00 175,000.00



50,000.00 125,000.00 75,000.00 100,000.00 130,000.00 175,000.00 Juml. A Juml. B


Memasang 1 Bh kunci tanam biasa 1.000 Bh Kunci tanam biasa (2 x Slag) 0.010 Oh Pekerja 0.500 Oh Tukang kayu 0.010 Oh Kepala Tukang Kayu 0.005 Oh Mandor


307,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

Memasang 1 Bh kunci silinder 1.000 Bh Kunci tanam silinder 0.005 Oh Pekerja 0.500 Oh Tukang kayu 0.005 Oh Kepala Tukang Kayu 0.0025 Oh Mandor


215,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

Memasang 1 Bh engsel pintu 1.000 Bh Engsel pintu Kw.1 0.015 Oh Pekerja 0.150 Oh Tukang kayu 0.015 Oh Kepala Tukang Kayu 0.0008 Oh Mandor


35,500.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

Memasang 1 Psg Flooring Engsel pintu 1.000 Psg Flooring engsel 0.015 Oh Pekerja 0.300 Oh Tukang kayu 0.030 Oh Kepala Tukang Kayu 0.0008 Oh Mandor


1,800,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

Memasang 1 1.000 0.010 0.100 0.010 0.0005

Bh engsel jendela Bh Engsel jendela Kw.1 Oh Pekerja Oh Tukang kayu Oh Kepala Tukang Kayu Oh Mandor


26,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

Memasang 1 Bh kait angin 1.000 Bh Kait angin 0.015 Oh Pekerja 0.150 Oh Tukang kayu 0.015 Oh Kepala Tukang Kayu 0.00075 Oh Mandor


15,500.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp

J.6.36 Memasang 1 Bh floor drain Dan Roof Drain A 1.000 Bh Floor drain Stainlees B 1.000 Bh Roof drain Stainlees 0.010 Oh Pekerja 0.100 Oh Tukang batu 0.010 Oh Kepala Tukang Batu 0.005 Oh Mandor

L.6 PEKERJAAN KUNCI DAN KACA L.6.2

L.6.4

L.6.5

SPL

L.6.6

L.6.9

Rp SPL

Memasang 1 1.000 0.010 0.100 0.010 0.00050

Bh grendel jendela Bh Grendel jendela Kw.1 Oh Pekerja Oh Tukang kayu Oh Kepala Tukang Kayu Oh Mandor


15,500.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

L.6.10 Memasang 1 Bh door closer 1.000 Bh Door closer/espanyolet 0.050 Oh Pekerja 0.500 Oh Tukang kayu 0.050 Oh Kepala Tukang Kayu 0.0025 Oh Mandor


250,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

L.6.11 Memasang 1 Bh kunci selot A 1.000 Bh Kunci selot B 1.000 Bh Kunci selot biasa 0.020 Oh Pekerja 0.200 Oh Tukang kayu 0.020 Oh Kepala Tukang Kayu 0.0010 Oh Mandor


255,000.00 125,000.00 75,000.00 100,000.00 130,000.00 175,000.00 Juml. A Juml. B


L.6.12 Memasang 1 Bh pegangan pintu/door holder 1.000 Bh Door Holder 0.050 Oh Pekerja 0.500 Oh Tukang kayu 0.050 Oh Kepala Tukang Kayu 0.0025 Oh Mandor


350,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

L.6.17 Memasang 1 M2 kaca, tebal 5 mm 1.100 M2 Kaca Ryben 5mm 0.015 Oh Pekerja 0.150 Oh Tukang kayu 0.015 Oh Kepala Tukang Kayu 0.00075 Oh Mandor


150,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

Memasang 1 M2 kaca, tebal 5 mm 1.100 M2 Kaca Panasap 5mm 0.015 Oh Pekerja 0.150 Oh Tukang kayu 0.015 Oh Kepala Tukang Kayu 0.00075 Oh Mandor


485,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

71,480.14 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00


M.6 PEKERJAAN PENUTUP LANTAI DAN DINDING M.6.13 Memasang 1 M2 lantai Keramik Anti Noda T = 1 cm, ukuran (60x60) cm 3.100 Bh Tegel keramik Anti noda, T = 1 Cm, 60 x @ Rp 9.600 Kg Semen Portland @ Rp 0.045 M3 Pasir pasang @ Rp 1.500 Kg Semen warna @ Rp 0.250 Oh Pekerja @ Rp 0.120 Oh Tukang batu @ Rp 0.012 Oh Kepala Tukang Batu @ Rp 0.013 Oh Mandor @ Rp

Memasang 1 M2 lantai Keramik Anti Noda T = 1 cm, ukuran (20x60) cm 9.160 Bh Tegel keramik Anti noda, T = 1 Cm, 20 x @ Rp 9.800 Kg Semen Portland @ Rp 0.045 M3 Pasir pasang @ Rp 1.300 Kg Semen warna @ Rp 0.250 Oh Pekerja @ Rp 0.120 Oh Tukang batu @ Rp 0.012 Oh Kepala Tukang Batu @ Rp 0.013 Oh Mandor @ Rp

23,769.51 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00



9,666.67 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00


Memasang 1 M2 lantai keramik ukuran ( 20x20) cm 26.500 Bh Tegel keramik 20 x 20 cm (kasar) 10.400 Kg Semen Portland 0.045 M3 Pasir pasang 1.620 Kg Semen warna 0.620 Oh Pekerja 0.350 Oh Tukang batu 0.035 Oh Kepala Tukang Batu 0.030 Oh Mandor


2,112.00 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00


Memasang 1 13.000 9.300 0.018 1.940 0.600 0.450 0.045 0.030

M2 dinding keramik ukuran (20x40) cm Bh Tegel keramik 20 x 40 cm ( warna ) Kg Semen Portland M3 Pasir pasang Kg Semen warna Oh Pekerja Oh Tukang batu Oh Kepala Tukang Batu Oh Mandor


6,640.00 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00


Memasang 1 1.700 1.140 0.003 0.100 0.090 0.090 0.009 0.005

M plint Keramik ukuran (10 x 60) cm Bh Plint Keramik 10 x 60 Cm Kg Semen Portland M3 Pasir pasang Kg Semen warna Oh Pekerja Oh Tukang batu Oh Kepala Tukang Batu Oh Mandor


14,500.00 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00


M plint Keramik ukuran (10x40) cm Bh Plint Keramik 10 x 40 cm Kg Semen Portland M3 Pasir pasang Kg Semen warna Oh Pekerja Oh Tukang batu Oh Kepala Tukang Batu Oh Mandor


2,900.00 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00


M.6.14 Memasang 1 M2 lantai Keramik ukuran (40x40) cm 6.630 Bh Tegel keramik 40 x 40 cm (putih) 9.800 Kg Semen Portland 0.045 M3 Pasir pasang 1.300 Kg Semen warna 0.620 Oh Pekerja 0.350 Oh Tukang batu 0.035 Oh Kepala Tukang Batu 0.030 Oh Mandor

SPL

SPL

M.6.26 Memasang 1 2.650 1.140 0.003 0.100 0.090 0.090 0.009 0.005

M.6.43 - SPL Memasang 1 1.060 8.190 0.045 0.650 0.620 0.350 0.035 0.030

M2 lantai Granit Bh Granit Lantai Type Starwhite, t = 2 cm Kg Semen Portland M3 Pasir pasang Kg Semen warna Oh Pekerja Oh Tukang batu Oh Kepala Tukang Batu Oh Mandor


350,000.00 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00


M.6.55 - SPL Memasang 1 1.020 2.000 12.440 0.025 0.650 0.720 0.650 0.065 0.035

M2 dinding Granit M2 Granit Dinding Type Starwhite, t = 2 cm Bh Paku Pancing Kg Semen Portland M3 Pasir pasang Kg Semen warna Oh Pekerja Oh Tukang batu Oh Kepala Tukang Batu Oh Mandor

@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp

350,000.00 27,000.00 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

M.6.58 - SPL Memasang 1 M2 dinding batu Alam Undersheet 1.100 M2 Batu Alam Undersheet 11.750 Kg Semen Portland 0.035 M3 Pasir pasang 0.620 Oh Pekerja 0.350 Oh Tukang batu 0.035 Oh Kepala Tukang Batu 0.030 Oh Mandor


196,000.00 1,150.00 134,000.00 75,000.00 100,000.00 130,000.00 175,000.00


M.6.28 - SPL Memasang 1 M plint Granit 1.700 Bh Plint Granit Type Starwhite, t = 2 cm 1.140 Kg Semen Portland 0.003 M3 Pasir pasang 0.100 Kg Semen warna 0.090 Oh Pekerja 0.090 Oh Tukang batu 0.009 Oh Kepala Tukang Batu 0.005 Oh Mandor


35,000.00 1,150.00 134,000.00 4,500.00 75,000.00 100,000.00 130,000.00 175,000.00


N.6 PEKERJAAN PENGECATAN N.6.8

Mengecat 1 M2 bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis cat penutup 0.200 Kg Cat meni @ Rp 16,375.00 Rp 0.150 Kg Dempul @ Rp 31,000.00 Rp 0.170 Kg Cat dasar @ Rp 19,000.00 Rp 0.260 Kg Cat kayu @ Rp 61,000.00 Rp 0.070 Oh Pekerja @ Rp 75,000.00 Rp 0.009 Oh Tukang cat @ Rp 100,000.00 Rp 0.006 Oh Kepala Tukang Cat @ Rp 130,000.00 Rp 0.0025 Oh Mandor @ Rp 175,000.00 Rp Rp

N.6.10 - SPL Melabur 1 M2 0.360 0.040 0.063 0.063 0.0025

bidang Batu Alam dengan Coating Ltr Coating Oh Pekerja Oh Tukang cat Oh Kepala Tukang Cat Oh Mandor


35,000.00 75,000.00 100,000.00 130,000.00 175,000.00

Rp Rp Rp Rp Rp Rp

N.6.14 Mengecat 1 M2 tembok baru (1 lapis plamir, 1 lapis cat dasar, dan 2 lapis cat penutup) 0.100 Kg Plamur tembok @ Rp 15,000.00 Rp 0.100 Kg Cat dasar @ Rp 19,000.00 Rp 0.260 Kg Cat tembok Kw. 1 @ Rp 65,000.00 Rp 0.020 Oh Pekerja @ Rp 75,000.00 Rp 0.063 Oh Tukang cat @ Rp 100,000.00 Rp 0.0063 Oh Kepala Tukang Cat @ Rp 130,000.00 Rp 0.0025 Oh Mandor @ Rp 175,000.00 Rp Rp PEKERJAAN LISTRIK SPL - 01 Mengerjakan 1 Titik Instalasi Penerangan 16.000 M' Kabel NYM (2x2,5) mm 32.000 Bh Klem Kabel No. 10 1.000 Bh Pipa Instalasi Listrik 1.000 Bh Inbow Dos 4.000 Bh Las Dop 4.000 Bh Isolasi 1.000 Bh T - Dos 5/8" 0.100 Ls Alat bantu 0.500 Oh Tukang listrik 0.500 Oh Kepala Tukang listrik


10,500.00 500.00 11,500.00 5,000.00 500.00 25,000.00 500.00 5,000.00 100,000.00 130,000.00


SPL - 02 Mengerjakan 1 Titik Instalasi Stop Kontak 12.000 M' Kabel NYM (2x2,5) mm 20.000 Bh Klem Kabel No. 10 2.000 Bh Pipa Instalasi Listrik 1.000 Bh Inbow Dos 6.000 Bh Las Dop 2.000 Bh Isolasi 1.000 Bh T - Dos 5/8" 0.100 Ls Alat bantu 0.500 Oh Tukang listrik 0.500 Oh Kepala Tukang listrik


10,500.00 500.00 11,500.00 5,000.00 500.00 25,000.00 500.00 5,000.00 100,000.00 130,000.00



60,625.00 93,912.00 177,850.00 735,120.63 45,724.40

Rp Rp Rp Rp Rp Rp


1,250,000.00 75,000.00 100,000.00 130,000.00 175,000.00



1,250,000.00 75,000.00 100,000.00 130,000.00 175,000.00


PEKERJAAN SALURAN SPL

Mengerjakan 0.420 1.400 0.035 0.021 1.400

1 M' Saluran Keliling Bangunan M3 Galian Tanah M2 Pas. Trassram 1/2 Bt. 1pc:4pp M3 Pasir Alas M3 Rabat Beton Alas Saluran t=7 cm M2 Plester Trasram

PEKERJAAN KOSEN ALUMINIUM SPL

1 Unit Pasang Pintu Kaca Tempered, Tebal 12 Mm, Uk. 85 x 240 cm 2.174 M2 Pintu Kaca Tempered 12 mm 1.000 Oh Pekerja 2.500 Oh Tukang Besi 0.250 Oh Kepala Tukang Besi 0.050 Oh Mandor 1.000 Set Frame List, Baut / Sekrup DLL 1.000 Ls Alat bantu + Fabrikasi dll

1 Unit Pasang Pintu Kaca Tempered, Tebal 12 Mm, Uk. 80 x 240 cm 2.016 M2 Pintu Kaca Tempered 12 mm 1.000 Oh Pekerja 2.500 Oh Tukang Besi 0.250 Oh Kepala Tukang Besi 0.050 Oh Mandor 1.000 Set Frame List, Baut / Sekrup DLL 1.000 Ls Alat bantu + Fabrikasi dll

Rp K.6.11-SNI Mengerjakan 1 M' Kusen Aluminium 1.100 M' Kusen Aluminium Warna 4" x 1 3/4" 2.000 Bh Sektrup Fixer 0.060 Tube Sielent GE / Dow Coming Non Asam 0.043 Oh Pekerja 0.043 Oh Tukang besi 0.0043 Oh Kepala Tukang Besi 0.0021 Oh Mandor

SPL.1 Mengerjakan 1 M' Bingkai Pintu/Jendela Aluminium A 1.100 M' Bingkai Pintu Aluminium Warna 4" x 1 1/ B 1.100 M' Bingkai Pintu / Rangka Partisi Al umi ni um C 1.100 M' Bingkai Jendela Aluminium W arna (2"x1" 0.060 Tube Sielent GE / Dow Coming Non Asam 0.043 Oh Pekerja 0.043 Oh Tukang besi 0.0043 Oh Kepala Tukang Besi 0.0021 Oh Mandor 1.000 Ls Alat Bantu + Accessories dll


150,000.00 1,850.00 90,000.00 75,000.00 100,000.00 130,000.00 175,000.00



130,000.00 120,000.00 100,000.00 90,000.00 75,000.00 100,000.00 130,000.00 175,000.00


A B C SPL

Mengerjakan 1 M2 Pek. Cladding Aluminium Composite Panel + Rangka 1.150 M2 Alumunium Composite Panel (PVDF) @ Rp 4.000 M' Besi Hollow Galvanis 4/4 @ Rp 1.000 M' Baja siku 50.50.5 @ Rp 1.000 Bh Stiffener @ Rp 1.000 Tube Sielent GE / Dow Coming Non Asam @ Rp 1.000 Bh Bracket steel Galfanized @ Rp 0.300 Oh Pekerja @ Rp 0.100 Oh Tukang besi @ Rp 0.010 Oh Kepala Tukang Besi @ Rp 0.015 Oh Mandor @ Rp 1.000 Ls Alat bantu @ Rp

280,000.00 12,500.00 37,666.67 15,000.00 90,000.00 35,000.00 75,000.00 100,000.00 130,000.00 175,000.00 5,000.00


Mengerjakan 1 M' Pek. Aluminium Strip 1.000 m' Alumunium Open Back 2,5 x 10 cm 0.250 Tube Sielent GE / Dow Coming Non Asam 1.000 Ls Alat bantu 0.500 Oh Pekerja 0.050 Oh Tukang besi 0.050 Oh Kepala Tukang Besi 0.003 Oh Mandor


115,000.00 90,000.00 5,000.00 75,000.00 100,000.00 130,000.00 175,000.00


SPL Memasang 1 M' Pipa BS Dia. 1/2" Medium A 2.430 1.100 M' Pipa BS 1/2" Medium A 0.194 Kg Cat meni 0.146 Oh Tukang besi 0.146 Oh Pekerja 0.015 Oh Kepala Tukang Besi 0.001 Oh Mandor 1.000 Ls Alat Bantu + Accessories + Fabrikasi dll


23,741.67 16,375.00 100,000.00 75,000.00 130,000.00 175,000.00


SPL Memasang 1 M' Pipa BS Dia. 1 1/2" Medium A 2.430 1.100 M' Pipa BS 1 1/2" Medium A 0.194 Kg Cat meni 0.146 Oh Tukang besi 0.146 Oh Pekerja 0.015 Oh Kepala Tukang Besi 0.001 Oh Mandor 1.000 Ls Alat Bantu + Accessories + Fabrikasi dll


69,996.67 16,375.00 100,000.00 75,000.00 130,000.00 175,000.00


SPL

SPL Memasang 1 M' Pipa BS Dia. 2" Medium A 3.580 1.100 M' Pipa BS 2" Medium A 0.286 Kg Cat meni 0.215 Oh Tukang besi 0.215 Oh Pekerja 0.021 Oh Kepala Tukang Besi 0.001 Oh Mandor 1.000 Ls Alat Bantu + Accessories + Fabrikasi dll


94,875.00 16,375.00 100,000.00 75,000.00 130,000.00 175,000.00


SPL Memasang 1 M' Pipa BS Dia. 4" Medium A 8.470 1.100 M' Pipa BS 4" Medium A 0.678 Kg Cat meni 0.508 Oh Tukang besi 0.508 Oh Pekerja 0.051 Oh Kepala Tukang Besi 0.003 Oh Mandor 1.000 Ls Alat Bantu + Accessories + Fabrikasi dll


252,000.00 16,375.00 100,000.00 75,000.00 130,000.00 175,000.00


8,550,000.00 240,000.00 17,500.00

Rp Rp Rp Rp Rp Rp

SPL

2 M1 0.032 M3 0.480 Roll 0.200 Kg 1.000 Ls

PEK. PAGAR KAWAT DURI TINGGI 2.4 METER Kayu klas I (balok) untuk kuda-kuda @ Rp Kawat Duri 10 Kg @ Rp Paku biasa 2" - 5" @ Rp Upah Kerja

U/ 1 M1 Pek. Pagar Kawat Duri =

37,500.00 2,875.00 740.00 2,403.00 327,600.00 1,050.00 2,560.00 20,000.00 30,000.00 2,600.00 3,500.00 430,828.00

54,600.00 350.00 33,950.00 10,000.00 7,500.00 1,300.00 875.00 108,575.00

37,500.00 819,000.00 14,875.00 13,750.00 40,250.00 20,100.00 14,800.00 40,050.00 16,500.00 12,500.00 700,000.00 8,400.00 25,950.00 4,950.00 200,000.00 100,000.00 150,000.00 39,000.00 8,750.00 2,266,375.00

56,250.00 4,375.00 60,625.00

67,500.00 7,875.00 75,375.00

18,750.00 1,458.33 20,208.33

22,500.00 2,625.00 25,125.00

37,500.00 8,750.00 46,250.00

153,600.00 22,500.00 1,750.00 177,850.00

182,400.00 22,500.00 1,750.00 206,650.00

212,400.00 18,750.00 4,375.00 235,525.00

an DumpTruck)

175,000.00 107,250.00 60,500.00 71,500.00 50,000.00 150,000.00 3,195,184.97 2,074,100.81 24,000.00 5,907,535.77 37,389.47 GGUNAKAN BURUH) /orang - hari)

175,000.00 3,600,000.00 192,000.00 3,967,000.00 330,583.33 3,305.83 GGUNAKAN ALAT)

175,000.00 107,250.00 60,500.00 150,000.00 3,534,831.45 100,000.00 4,127,581.45 1,719.83 KAN ALAT)

187.50

319.29 4,792.78 54,009.58 59,309.15

200,400.00 187,450.00 69,680.00 150,000.00 45,000.00 7,800.00 13,125.00 673,455.00

200,400.00 55,296.00 58,500.00 39,000.00 5,070.00 6,825.00 365,091.00

77,000.00 30,532.50 12,462.00 45,000.00 20,000.00 2,600.00 5,250.00 192,844.50

77,000.00 25,530.00 13,668.00 45,000.00 20,000.00 2,600.00 5,250.00 189,048.00

38,500.00 16,525.50 5,360.00 22,500.00 10,000.00 1,300.00 2,625.00 96,810.50

38,500.00 13,225.00 5,762.00 22,500.00 10,000.00 1,300.00 2,625.00

93,912.00

38,500.00 11,132.00 6,030.00 22,500.00 10,000.00 1,300.00 2,625.00 92,087.00

8,942.40 3,082.00 15,000.00 15,000.00 1,950.00 1,750.00 45,724.40

5,961.60 3,484.00 15,000.00 15,000.00 1,950.00 1,750.00 43,145.60

575.00 1,742.00 4,275.00 38,000.00 4,940.00 525.00 50,057.00

3,737.50 11,250.00 10,000.00 1,300.00 1,400.00 27,687.50

10,505,000.00 21,875.00 12,500.00 450,000.00 2,000,000.00 260,000.00 52,500.00 13,301,875.00

402,000.00 6,250.00 75,000.00 250,000.00 32,500.00 8,750.00 774,500.00

241,200.00 3,750.00 60,000.00 200,000.00 26,000.00 7,000.00 537,950.00

121,250.00 525.00 6,250.00 92,000.00 45,000.00 200,000.00 26,000.00 5,250.00 496,275.00

121,250.00 525.00 6,250.00 92,000.00 123,200.00 45,000.00 250,000.00 32,500.00 5,250.00 675,975.00

284,050.00 91,865.71 197,580.00 53,750.00 123,750.00 27,500.00 3,640.00 14,525.00 796,660.71

264,500.00 94,402.86 203,117.78 50,000.00 90,000.00 20,000.00 2,600.00 10,500.00 735,120.63

374,900.00 80,342.86 203,513.33 53,750.00 123,750.00 27,500.00 3,640.00 14,525.00 881,921.19

426,650.00 73,788.57 207,073.33 53,750.00 123,750.00 27,500.00 3,640.00 14,525.00 930,676.90

441,600.00 73,154.29 205,491.11 53,750.00 123,750.00 27,500.00 3,640.00 14,525.00 943,410.40

466,900.00 72,308.57 202,920.00 53,750.00 123,750.00 27,500.00 3,640.00 14,525.00 965,293.57

474,950.00 71,991.43 201,931.11 53,750.00 123,750.00 27,500.00 3,640.00 14,525.00 972,037.54

115,500.00 3,150.00 5,250.00 7,000.00 910.00 700.00 132,510.00 13,251.00

131,000.00 5,250.00 350.00 39,000.00 26,000.00 3,380.00 4,550.00 209,530.00

65,500.00 5,250.00 350.00

39,000.00 26,000.00 3,380.00 4,550.00 144,030.00

147,375.00 5,250.00 350.00 39,000.00 26,000.00 3,380.00 4,550.00 225,905.00

73,687.50 5,250.00 350.00 39,000.00 26,000.00 3,380.00 4,550.00 152,217.50

131,000.00 7,000.00 700.00 68,250.00 45,500.00 60,000.00 49,500.00 33,000.00 4,290.00 5,775.00 405,015.00 65,500.00 7,000.00 700.00 34,125.00 22,750.00 30,000.00 49,500.00 33,000.00 4,290.00 5,775.00 252,640.00

131,000.00 7,000.00 700.00 81,900.00 45,500.00 60,000.00

49,500.00 33,000.00 4,290.00 5,775.00 418,665.00 65,500.00 7,000.00 700.00 40,950.00 22,750.00 30,000.00 49,500.00 33,000.00 4,290.00 5,775.00 259,465.00

131,000.00 7,000.00 700.00 68,250.00 45,500.00 180,000.00 49,500.00 33,000.00 4,290.00 5,775.00 525,015.00

65,500.00 7,000.00 700.00 34,125.00 22,750.00 90,000.00 49,500.00 33,000.00 4,290.00 5,775.00 312,640.00

98,250.00 7,000.00 700.00 91,000.00 45,500.00 90,000.00 70,000.00 49,500.00 33,000.00 4,290.00 5,775.00 495,015.00

49,125.00 7,000.00

700.00 45,500.00 22,750.00 45,000.00 35,000.00 49,500.00 33,000.00 4,290.00 5,775.00 297,640.00

98,250.00 7,000.00 525.00 68,250.00 45,500.00 60,000.00 49,500.00 33,000.00 4,290.00 5,775.00 372,090.00

49,125.00 7,000.00 525.00 34,125.00 22,750.00 30,000.00 49,500.00 33,000.00 4,290.00 5,775.00 236,090.00

256,000.00 11,250.00 7,500.00 1,040.00 1,400.00 277,190.00

102,500.00 9,200.00 4,288.00 30,000.00 20,000.00 2,600.00 350.00 168,938.00

88,740.00 3,500.00 15,000.00 10,000.00 1,300.00 175.00 118,715.00

44,550.00 875.00 18,750.00 15,000.00 1,950.00 2,275.00 83,400.00

68,000.00 20,000.00 9,000.00 6,000.00 780.00 1,050.00 104,830.00

37,350.00 25,000.00 11,250.00 7,000.00 1,040.00 1,050.00 82,690.00

63,000.00 1,050.00 157,500.00 7,500.00 10,000.00 1,300.00 8,750.00 5,000.00 254,100.00

13,125.00 11,250.00 5,000.00 650.00 1,400.00 31,425.00

72,750.00 175.00 45,000.00 80,000.00 10,400.00 5,250.00 213,575.00

20,020.00 2,365.00 7,500.00 5,000.00 650.00 875.00 36,410.00 ollow

28,000.00 3,750.00 20,052.08 135.00 400.00 11,500.00 50.00 5,250.00 70,000.00 910.00 2,100.00 142,147.08 Hollow

28,000.00 3,750.00 25,520.83 135.00 400.00 11,500.00 50.00 5,250.00 70,000.00 910.00 2,100.00 147,615.83

24,500.00 477,750.00 11,500.00 5,250.00 70,000.00 910.00 2,100.00 592,010.00

7,350.00 4,000.00 3,750.00 5,000.00 650.00 525.00 21,275.00

2,000,000.00 120,000.00 247,500.00 110,000.00 130.00 28,000.00 2,505,630.00

1,900,000.00 57,000.00 6,900.00 1,340.00 75,000.00 100,000.00 39,000.00 19,250.00 2,198,490.00

405,000.00 48,600.00 6,900.00 1,340.00 90,000.00 145,000.00 19,500.00 17,500.00 733,840.00

8,500,000.00 170,000.00 562.50 7,500.00 975.00 665.00 8,679,702.50

6,750.00 1,968.75 2,700.00 6,000.00 780.00 315.00 18,513.75

49,500.00 14,437.50 2,700.00 6,000.00 780.00 315.00 73,732.50 5,500.00 1,604.17 2,700.00 6,000.00 780.00 315.00 16,899.17

7,200.00 2,100.00 2,700.00 6,000.00 780.00 315.00 19,095.00

45,750.00 13,343.75 4,050.00 9,000.00 1,170.00 472.50 73,786.25 94,500.00 27,562.50 6,075.00 13,500.00 1,755.00 717.50 144,110.00

141,900.00 41,387.50 6,075.00 13,500.00 1,755.00 717.50 205,335.00

300,000.00 50,000.00 2,250.00 30,000.00 3,900.00 262.50 386,412.50

50,500.00 87.50 750.00 10,000.00 1,300.00 875.00 63,512.50

250,000.00 87.50 750.00 10,000.00 1,300.00 875.00 263,012.50

125,000.00 87.50 750.00 10,000.00 1,300.00 875.00 138,012.50 265,000.00 87.50 750.00 10,000.00

1,300.00 875.00 278,012.50 76,000.00 87.50 750.00 10,000.00 1,300.00 875.00 89,012.50

50,000.00 125,000.00 750.00 10,000.00 1,300.00 875.00 62,925.00 137,925.00

307,000.00 750.00 50,000.00 1,300.00 875.00 359,925.00

215,000.00 375.00 50,000.00 650.00 437.50 266,462.50

35,500.00 1,125.00 15,000.00 1,950.00 131.25 53,706.25

1,800,000.00 1,125.00 30,000.00 3,900.00 131.25 1,835,156.25

26,000.00 750.00 10,000.00 1,300.00 87.50 38,137.50

15,500.00 1,125.00 15,000.00 1,950.00 131.25

33,706.25

15,500.00 750.00 10,000.00 1,300.00 87.50 27,637.50

250,000.00 3,750.00 50,000.00 6,500.00 437.50 310,687.50

255,000.00 125,000.00 1,500.00 20,000.00 2,600.00 175.00 279,275.00 149,275.00

350,000.00 3,750.00 50,000.00 6,500.00 437.50 410,687.50

165,000.00 1,125.00 15,000.00 1,950.00 131.25 183,206.25

533,500.00 1,125.00 15,000.00 1,950.00 131.25 551,706.25

221,588.45 11,040.00 6,030.00 6,750.00 18,750.00 12,000.00 1,560.00 2,275.00 279,993.45

217,728.69 11,270.00 6,030.00 5,850.00 18,750.00 12,000.00 1,560.00 2,275.00 275,463.69

64,090.00 11,270.00 6,030.00 5,850.00 46,500.00 35,000.00 4,550.00 5,250.00 178,540.00

55,968.00 11,960.00 6,030.00 7,290.00 46,500.00 35,000.00 4,550.00 5,250.00 172,548.00

86,320.00 10,695.00 2,412.00 8,730.00 45,000.00 45,000.00 5,850.00 5,250.00 209,257.00

24,650.00 1,311.00 402.00 450.00 6,750.00 9,000.00 1,170.00 875.00 44,608.00

7,685.00 1,311.00 402.00 450.00 6,750.00 9,000.00 1,170.00 875.00 27,643.00

371,000.00 9,418.50 6,030.00 2,925.00 46,500.00 35,000.00 4,550.00 5,250.00 480,673.50

357,000.00 54,000.00 14,306.00 3,350.00 2,925.00 54,000.00 65,000.00 8,450.00 6,125.00 565,156.00

215,600.00 13,512.50 4,690.00 46,500.00 35,000.00 4,550.00 5,250.00 325,102.50

59,500.00 1,311.00 402.00 450.00 6,750.00 9,000.00 1,170.00 875.00 79,458.00

3,275.00 4,650.00 3,230.00 15,860.00 5,250.00 900.00 780.00 437.50 34,382.50

12,600.00 3,000.00 6,300.00 8,190.00 437.50 30,527.50

1,500.00 1,900.00 16,900.00 1,500.00 6,300.00 819.00 437.50 29,356.50

168,000.00 16,000.00 11,500.00 5,000.00 2,000.00 100,000.00 500.00 500.00 50,000.00 65,000.00 418,500.00

126,000.00 10,000.00 23,000.00 5,000.00 3,000.00 50,000.00 500.00 500.00 50,000.00 65,000.00 333,000.00

25,462.50 131,476.80 6,224.75 15,437.53 64,014.16 242,615.74

2,716,875.00 75,000.00 250,000.00 32,500.00 8,750.00 1,358,437.50 135,843.75 4,577,406.25

2,520,000.00 75,000.00 250,000.00 32,500.00 8,750.00 1,260,000.00 126,000.00

4,272,250.00

165,000.00 3,700.00 5,400.00 3,225.00 4,300.00 559.00 367.50 182,551.50

143,000.00 132,000.00 110,000.00 5,400.00 3,225.00 4,300.00 559.00 367.50 12,833.33 169,684.83 158,684.83 136,684.83

322,000.00 50,000.00 37,666.67 15,000.00 90,000.00 35,000.00 22,500.00 10,000.00 1,300.00 2,625.00 5,000.00 591,091.67

115,000.00 22,500.00 5,000.00 37,500.00 5,000.00 6,500.00 437.50 191,937.50

26,115.83 3,183.30 14,580.00 10,935.00 1,895.40 127.58 5,683.71 62,520.82

76,996.33 3,183.30 14,580.00 10,935.00 1,895.40 127.58 10,771.76 118,489.37

104,362.50 4,689.80 21,480.00 16,110.00 2,792.40 187.95 14,962.27 164,584.92

277,200.00 11,095.70 50,820.00 38,115.00 6,606.60 444.68 38,428.20 422,710.17

273,600.00 115,200.00 3,500.00 77,760.00 470,060.00 235,030.00

DAFTAR HARGA BAHAN DAN UPAH Tahun Anggaran 2013 I.

HARGA BAHAN

BAHAN BATU, PASIR, CIPPING DAN BATU MERAH Batu gunung Batu Kali Batu belah 7/10 Batu pecah 5/7 Pasir pasang Pasir beton Pasir beton (Kg) Pasir urug split/chipping 2-3 cm split/chipping 2-3 cm(Kg) Tanah Timbunan Krikil Krikil (Kg) Sirtu Batu merah Air

SAT 3 M M 3 M 3 M 3 M M Kg 3 M 3 M Kg 3 M 3 M Kg 3 M Bh Ltr

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

HARGA 167,000.00 152,000.00 237,000.00 256,000.00 134,000.00 148,000.00 105.71 128,000.00 267,000.00 197.78 152,000.00 277,000.00 205.19 177,000.00 550.00 250.00

BAHAN SEMEN Semen PC 50kg (zak) Semen Portland Semen PC 40 kg (zak) Semen Nat Semen Putih Semen warna

Zak Kg Zak Kg Zak Kg

Rp. Rp. Rp. Rp. Rp. Rp.

57,000.00 1,150.00 46,000.00 10,000.00 57,000.00 4,500.00

BAHAN BESI Besi beton polos Kawat beton Paku Biasa 1/2" - 1" Paku biasa 2" - 5" Paku asbes Paku beton Paku pancing Baja siku 40.40.4 Baja siku 50.50.5 Besi Hollow 3 x 3 Besi Hollow 4 x 4 Besi Hollow Galvanis 2/4 Besi Hollow Galvanis 4/4 Besi strip Paku sekrup 3,5" Paku sekrup 4"-6" Paku Sekrup + Mor + Pelapis Alumunium Composite Panel (PVDF) Pintu Aluminium Pintu PVC List Alluminium strip Srews/sekrup Kawat Duri 10 Kg Kawat Duri 8 Kg

Kg Kg Kg Kg Kg Dos Kg M M M M M M Kg Kg Kg Bh 2 M Bh Bh M Bh Roll Roll

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

11,000.00 21,000.00 17,500.00 17,500.00 21,500.00 27,500.00 27,000.00 25,166.67 37,666.67 18,500.00 22,500.00 7,000.00 12,500.00 12,500.00 21,500.00 31,000.00 2,500.00 280,000.00 960,000.00 258,000.00 7,000.00 1,000.00 240,000.00 188,000.00

BAHAN PLAPON Mulripleks 1.22 x 2.44 x 4 mm Multipleks 1.22 x 2.44 x 6 mm Multipleks 1.22 x 2.44 x 9 mm Gypsumboard 9 mm Calsyboard 6 mm Teakwood Uk. 90 x 220 x 4 mm Plywood Uk.90x220 cm Tebal 4 mm Lambrasering Aluminium L = 20 Cm

Lbr Lbr Lbr Lbr Lbr Lbr Lbr M


51,000.00 82,500.00 130,000.00 55,000.00 70,000.00 92,000.00 92,000.00 580,000.00

Lambrasering Aluminium L = 12 Cm Ramsel nails UB 888/400 Compoud Isolasi Gypsun

M Bh Kg Roll

2

Rp. Rp. Rp. Rp.

455,000.00 2,500.00 4,500.00 25,000.00

BAHAN KERAMIK Tegel keramik 40 x 40 cm (putih) Tegel keramik 30 x 30 cm (putih) Tegel keramik 20 x 20 cm (kasar) Tegel keramik 20 x 20 cm (putih) Tegel keramik 20 x 25 cm ( warna ) Tegel keramik 20 x 40 cm ( warna ) Tegel keramik 10 x 10 cm ( putih ) Tegel keramik Anti noda, T = 1 Cm, 60 x 60 Cm Tegel keramik Anti noda, T = 1 Cm, 20 x 60 Cm Tegel keramik 40 x 40 cm Tegel keramik 30 x 30 cm impresso Tegel keramik 20 x 20 cm kia Tegel keramik 20 x 25 cm kia Granit Lantai Type Starwhite, t = 2 cm Granit Dinding Type Starwhite, t = 2 cm Plint Granit Type Starwhite, t = 2 cm Plint Keramik 10 x 60 cm Plint Keramik 10 x 40 cm Batu Alam Undersheet

Bh Bh Bh Bh Bh Bh Bh Bh Bh Dos Dos Dos Dos M 2 M M M M 2 M

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

9,666.67 4,860.00 2,112.00 1,920.00 2,640.00 6,640.00 500.00 71,480.14 23,769.51 58,000.00 54,000.00 52,800.00 52,800.00 350,000.00 350,000.00 35,000.00 14,500.00 2,900.00 196,000.00

BAHAN ATAP Genteng keramik Natural Karet Pelapis Genteng Nok genteng keramik Natural Genteng metal Nok genteng Metal Long Spandek Type G550 AZ-100 T=0,4 mm, Lbr = 80 Cm Nok Long Spandek Type G550 AZ-100 T=0.4 mm Rangka Atap Baja Ringan Aluminium foil/sisalation single type Ancor / Seng Pelapis Genteng

Bh 2 M Bh Lbr Lbr 2 M M' M 2 M Rol


16,000.00 17,100.00 20,500.00 87,000.00 40,500.00 68,000.00 41,500.00 180,000.00 12,500.00 2,500,000.00

BAHAN SENG/ALUMINIUM Seng plat BJLS 0.30 Seng plat BJLS 0.28 Seng gelombang BWG 34 " BJLS 0.18 mm Seng gelombang BWG 33 " BJLS 0.22 mm Seng gelombang BWG 32 " BJLS 0.30 mm Seng gelombang BWG 28 " BJLS 0.35 mm Kusen Aluminium Warna 4" x 1 3/4" Bingkai Pintu Aluminium Warna 4" x 1 1/2" Bingkai Pintu / Rangka Partisi Aluminium Warna 3" x 1 1/2" Bingkai Jendela Aluminium Warna (2"x1") Alumunium Open Back 2,5 x 10 cm

Lbr Lbr Kaki Kaki Kaki Kaki M' M' M' M' M'

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

50,000.00 60,500.00 7,000.00 7,500.00 9,000.00 11,750.00 150,000.00 130,000.00 120,000.00 100,000.00 115,000.00

BAHAN KAYU Kayu klas I (balok) untuk kuda-kuda Kayu klas II (balok) Kayu klas II (papan) Kayu klas III (balok) Kayu klas III (papan) Kayu klas I (papan) listplank dan pintu/jendela Dolken kayu Ø8-10/400 cm Kayu klas I (balok) untuk kosen pintu/jendela HPL Uk. 120 x 240 Woodplank 2/20 x 4 M

M 3 M M 3 M 3 M 3 M Btg 3 M Lbr Lbr

3


8,550,000.00 4,550,000.00 4,850,000.00 2,800,000.00 3,275,000.00 10,050,000.00 30,000.00 9,550,000.00 176,000.00 60,000.00

BAHAN KUNCI, ENGSEL, GRENDEL DAN HAK ANGIN Kunci tanam biasa (2 x Slag) Kunci tanam silinder

Bh Bh

Rp. Rp.

307,000.00 215,000.00

Kunci selot Kunci selot biasa Kunci tanam biasa Flooring engsel Engsel pintu Kw.1 Engsel jendela Kw.1 Grendel jendela Kw.1 Kait angin Grendel tanam Door closer/espanyolet Door Holder Door stop

Bh Bh Bh Ps g Bh Bh Bh Bh Bh Bh Bh Bh

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

255,000.00 125,000.00 173,000.00 1,800,000.00 35,500.00 26,000.00 15,500.00 15,500.00 185,000.00 250,000.00 350,000.00 65,000.00

BAHAN KACA Kaca bening 3 mm Kaca bening 5 mm Kaca buram 5 mm Kaca Ryben 5mm Kaca Panasap 5mm Kaca nako lengkap teralis Pintu Kaca Tempered 12 mm

M M 2 M 2 M 2 M s et 2 M

2

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

98,000.00 105,000.00 110,000.00 150,000.00 485,000.00 350,000.00 1,250,000.00

BAHAN CAT Cat tembok Kw. 1 Cat tembok Kw. 2 C at S en g Cat kayu Cat Besi Minyak bekisting Cat meni Plamur tembok Lem kayu Residu Kertas amplas Dempul Minyak cat Cat dasar Cat W aterproofing Coating

Kg Kg Kg Kg Kg Ltr Kg Kg Kg Ltr Lbr Kg Kg Kg Ltr Ltr

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp R p. Rp. Rp. Rp.

65,000.00 31,000.00 78,000.00 61,000.00 61,000.00 3,500.00 16,375.00 15,000.00 12,500.00 6,400.00 5,000.00 31,000.00 31,000.00 19,000.00 115,000.00 35,000.00

BAHAN SANITASI Closet duduk Dudblok + Kran Shower Bath tub + Acs Closet jongkok Urinoir W astafel Keramik Floor drain Stainlees Roof drain Stainlees S ea l t a pe Kran air Biasa 1/2" - 3/4" Kran air ganda 1/2" - 3/4" Kran Shower Shower Tray + Acc Stop kran W ashbasin stainless stel W aterdrain + Accesoriss Reservoir stainless steel Kap. 1 M3 Tempat Sabun Dinding Saringan got

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh S et Bh Bh Bh Bh Bh Bh

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

2,000,000.00 8,500,000.00 230,000.00 1,900,000.00 405,000.00 50,000.00 125,000.00 3,500.00 50,500.00 250,000.00 125,000.00 265,000.00 76,000.00 300,000.00 50,000.00 4,000,000.00 90,000.00 50,000.00

BAHAN PIPA Pipa PVC AW 1/2'' Pipa PVC AW 1'' Pipa PVC AW 1 1/2'' Pipa PVC AW 3/4'' Pipa PVC 8'' (D)

M' M' M' M' M'

Rp. Rp. Rp. Rp. Rp.

5,625.00 6,000.00 13,333.33 4,583.33 202,500.00

Pipa PVC 6'' (D) Pipa PVC 4'' (D) Pipa PVC 3'' (D) Pipa PVC 2,5'' Pipa PVC 2'' (D) Pipa PVC Air Panas 1/2'' Pipa BS 1/2" Medium A Pipa BS 1 1/2" Medium A Pipa BS 2" Medium A Pipa BS 4" Medium A Lem pipa

M' M' M' M' M' M' M' M' M' M' Kl g

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

252,750.00 118,250.00 78,750.00 55,000.00 38,125.00 41,250.00 23,741.67 69,996.67 94,875.00 252,000.00 65,000.00

BAHAN LISTRIK Lampu Pijar 40 W att Lampu Pijar 15 W att Lampu Downlight Kecil Lampu Downlight Sedang Lampu Downlight Besar Lampu RM 2 x 36 W att Lampu RM 2 x 18 W att Lampu SL-E 15 W att Lampu SL-E 18 W att Lampu SL-E 23 W att Lampu Hias Exaust Fan Stop Kontak Kw. 1 Stop Kontak AC Kw. 1 Saklar Tunggal Kw. 1 Saklar Ganda Kw. 1 K l e m K ab e l N o. 10 Pipa Instalasi Listrik Inbow Dos Las Dop Isolasi T - Dos 5/8" Fitting Kabel NYM (2x2,5) mm Kabel NYM (3x2,5) mm MCB 6A Ex. Supran MCB 32A Ex. Supran Fuse Box Alat bantu

Bh Bh Bh Bh Bh S et S et Bh S et Bh S et S et Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M' M' Bh Bh Bh Ls

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

6,000.00 4,800.00 75,000.00 95,000.00 125,000.00 390,000.00 282,000.00 36,000.00 39,600.00 44,400.00 3,850,000.00 937,500.00 65,000.00 75,000.00 65,000.00 68,500.00 50 0. 0 0 11,500.00 5,000.00 5 0 0. 0 0 25,000.00 500.00 15,600.00 10,500.00 14,500.00 61,200.00 85,000.00 123,000.00 5,000.00

BAHAN LAIN - LAIN Spacer/formite/penjaga jarak bekisting Sielent GE / Dow Coming Non Asam Sektrup Fixer Stiffener Bracket steel Galfanized

Bh Tube Bh Bh Bh

Rp. Rp. Rp. Rp. Rp.

17,500.00 90,000.00 1,850.00 15,000.00 35,000.00

Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 130,000.00 130,000.00 130,000.00 130,000.00 130,000.00

II.

HARGA UPAH KERJA

Tukang kayu Tukang las Tukang Pipa Tukang gali Tukang batu Tukang besi Tukang cat Tukang listrik Kepala Tukang Kayu Kepala Tukang Batu Kepala Tukang Cat Kepala Tukang Listrik Kepala Tukang Pipa

Kepala Tukang Besi Mandor Pekerja

Oh Oh Oh

Rp. Rp. Rp.

130,000.00 175,000.00 75,000.00

PEMERINTAH PROVINSI SULAWESI BARAT DINAS PERKEBUNAN

REKAPITULASI ANGGARAN BIAYA (RAB)

PEMBANGUNAN GEDUNG KANTOR BARU DAN PERKEBUNAN BARU DINAS PERKEBUNAN PROVINSI SULAWESI BARAT

LOKASI :


TAHUN ANGGARAN 2011

Konsultan Perencana :



PEMBANGUNAN PERKEBUNAN BARU DINAS PERKEBUNAN PROVINSI SULAWESI BARAT

LOKASI :


TAHUN ANGGARAN 2011




PEMBANGUNAN GEDUNG KANTOR BARU DINAS PERKEBUNAN PROVINSI SULAWESI BARAT

LOKASI :


TAHUN ANGGARAN 2011


RENCANA ANGGARAN BIAYA

TAHUN ANGGARAN 2014


DINAS KESEHATAN KABUPATEN ENREKANG



PEMERINTAH DAERAH KAB. ENREKANG

RENCANA ANGGARAN BIAYA (RAB)


REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN RUMAH JABATAN WAKIL KETUA DPRD KABUPATEN ENREKANG PEKERJAAN ANGGARAN

NO

: PEMB. RUJAB WAKIL KETUA DPRD SEBANYAK = 2 UNIT : 2010

JENIS

PEKERJAAN

HARGA

I

PEKERJAAN PERSIAPAN

Rp.

34,377,172.80

II

PEKERJAAN TANAH DAN PONDASI

Rp.

30,265,889.12

III

PEKERJAAN BETON (LANTAI I DAN II)

Rp.

345,330,990.41

IV

PEKERJAAN PASANGAN & PLESTERAN (LANTAI I)

Rp.

69,111,010.08

V

PEKERJAAN PASANGAN & PLESTERAN (LANTAI II)

Rp.

63,100,621.36

VI

PEKERJAAN PENGECATAN (LANTAI I)

Rp.

25,296,675.88

VII

PEKERJAAN PENGECATAN (LANTAI II)

Rp.

29,929,565.22

VIII

PEKERJAAN KERAMIK (LANTAI I)

Rp.

36,325,283.81

IX

PEKERJAAN KERAMIK (LANTAI II)

Rp.

24,666,876.50

X

PEK. KOSEN, PINTU & JENDELA (LANTAI I)

Rp.

18,018,635.30

XI

PEK. KOSEN, PINTU & JENDELA (LANTAI II)

Rp.

29,489,927.10

XII

PEKERJAAN PLAFOND (LANTAI I)

Rp.

17,533,899.58

XIII

PEKERJAAN PLAFOND (LANTAI II)

Rp.

21,976,759.06

XIV PEK. KONSTRUKSI KAP DAN ATAP

Rp.

65,998,460.00

XV

PEKERJAAN INSTALASI LISTRIK (LANTAI I)

Rp.

32,715,175.00

XVI PEKERJAAN INSTALASI LISTRIK (LANTAI II)

Rp.

22,024,725.00

XVII PEKERJAAN SANITASI (LANTAI I)

Rp.

48,214,865.83

XVIII PEKERJAAN SANITASI (LANTAI II)

Rp.

17,803,194.17

XIX PEKERJAAN LAIN-LAIN

Rp.

34,480,000.00

Rp.

966,659,726.21

Rp.

96,665,972.62

Real Cost

1 Unit

PPN 10% Total Cost

1 Unit

Rp.

1,063,325,698.83

Dibulatkan

1 Unit

Rp.

1,063,325,000.00

Untuk 2 Unit Rujab Wakil Ketua DPRD

Terbilang

2,126,650,000.00

: D e l ap a n r a t u s s e m b i l a n p u l u h j u t a s e r a t u s d u a p u l u h s a t u r i b u r u p i a h , -

Enrekang,

2010

Disetujui,

Konsultan Perencana CV. BAJIRUPA CONSULTANT

HADI BASALAMAH

BADARUDDIN, ST Direktur

RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN RUMAH JABATAN WAKIL KETUA DPRD KABUPATEN ENREKANG PEKERJAAN ANGGARAN NO

: PEMB. RUJAB WAKIL KETUA DPRD SEBANYAK = 2 UNIT : 2010 URAIAN PEKERJAAN

I 1 2 3 4 5

PEK. PERSIAPAN Pengukuran + Bouplank Penyediaan P3K Pek. Direksi Keet Pek. Izin Mendirikan Bangunan (IMB) Pek. Jalan Masuk (Plat Duiker)

II 1 2 3 4 5

PEK.TANAH DAN PONDASI Pek. Galian Tanah Pondasi Urugan Tanah Pasir Urug Bawah Pondasi Pas. Batu Kosong Pas. Pondasi Batu Gunung

III

VOLUME

SAT

HARGA SAT.

JML. HARGA

1.00 1.00 12.00 0.78

Ls Ls M2 Ls M3

1,500,000.00 500,000.00 2,266,375.00 2,500,000.00 3,436,760.00

1,500,000.00 500,000.00 27,196,500.00 2,500,000.00 2,680,672.80 34,377,172.80

M3 M3 M3 M3 M3

90.72 50.84 2.76 5.93 17.23

60,625.00 206,650.00 177,850.00 365,091.00 673,455.00

5,499,778.75 10,505,259.40 490,154.60 2,165,719.81 11,604,976.56 30,265,889.12

1 2

PEK.BETON (LANTAI I & II) A. Pondasi Poer Pondasi Poer Lantai Kerja

2.98 0.96

M3 M3

4,268,249.72 735,120.63

12,732,188.93 702,959.11 13,435,148.04

1

B. Sloef Sloef 20/30

6.30

M3

4,838,336.34

30,481,518.94

1 2 3 4

C. Kolom Lantai I Stek Poer Kolom Utama 20/20 Kolom Praktis 15/15 Kolom Teras 20/50

1.50 2.28 1.45 1.52

M3 M3 M3 M3

8,434,911.90 8,434,911.90 7,081,583.38 6,654,051.90

12,652,367.86 19,231,599.14 10,293,081.45 10,114,158.90 52,291,207.34

1 2 3

D. Kolom Lantai II Kolom Utama 20/20 Kolom Praktis 15/15 Kolom Teras 20/50

2.56 1.44 1.80

M3 M3 M3

8,434,911.90 7,081,583.38 6,654,051.90

21,593,374.48 10,197,480.07 11,977,293.43 43,768,147.98

1 2 3

E. Balok Balok Anak Plat 25/20 Balok Utama Plat 20/30 Balok Praktis 15/15

3.00 5.04 0.59

M3 M3 M3

7,014,621.90 6,907,035.35 8,902,167.97

21,043,865.71 34,811,458.19 5,207,768.27 61,063,092.17

1 2

F. Plat Plat Lantai Beton T = 12 cm (LT. II) Plat Meja Beton

15.29 0.30

M3 M3

5,655,128.10 6,376,001.90

86,489,529.23 1,912,800.57 88,402,329.81

1 2 3

G. Ring Balok Ring Balok Praktis Ring Balok Teras Kuda - Kuda Beton

2.21 0.33 1.07

M3 M3 M3

6,840,780.35 6,880,533.35 6,840,780.35

15,083,920.68 2,236,173.34 7,346,998.10 24,667,092.12

NO

URAIAN PEKERJAAN

VOLUME

SAT

HARGA SAT.

JML. HARGA

1 2

H. Lesplank + Level Lesplank Beton Plat Level / Sunscreen

1.23 0.79

M3 M3

9,242,154.90 10,558,091.90

11,367,850.53 8,319,776.42 19,687,626.95

1

I. Tangga Pek. Tangga Utama

2.05

M3

5,626,744.90

11,534,827.05 11,534,827.05

Total IV 1 2 3 4 5 6 7 8

PEK. PASANGAN & PLESTERAN (LANTAI I) Pas. Batu Trasram Pas. Batu Biasa (1 : 5) Plesteran Trasram (1:4) Plesteran Biasa (1:5) Plesteran Beton (1:3) Pek. Profil Pek. Profil Kolom Teras Acian

V 1 2 3 4 5 6

PEK. PASANGAN & PLESTERAN (LANTAI II) Pas. Batu Biasa (1 : 5) Plesteran Biasa (1:5) Plesteran Beton (1:3) Pek. Profil Pek. Profil Kolom Teras Acian

VI 1 2 3 4 5 6 7

PEK. PENGECATAN (LANTAI I) Cat Tembok Ex. Cendana Cat Tembok Luar (Aquaseal) Cat Plafond Gibsum Cat List Plafond Gibsum Cat Pintu, Cat Kayu Kilap Cat Jendela, Cat Kayu Kilap Cat Kusen

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

PEK. PENGECATAN (LANTAI II) Cat Tembok Ex. Cendana Cat Tembok Luar (Aquaseal) Cat Water Profing Plat Dan Talang Cat Plafond Gibsum (Dalam) Cat Plafond Luar Cat List Plafond Gibsum Residu Rangka Plafond Cat Kayu Kilap Cat Pintu, Cat Kayu Kilap Cat Jendela, Cat Kayu Kilap Cat Kusen

VIII 1 2 3 4 5 6

PEKERJAAN KERAMIK (LANTAI I) Timbunan Tanah Pasir Urug Bawah Lantai Rabat Beton Lantai Keramik 40/40 cm Lantai Keramik 20/20 cm Plint Keramik

345,330,990.41

69.16 151.66 138.38 439.22 10.51 12.87 2.00 588.11

M2 M2 M2 M2 M2 M1 Bh M2

93,912.00 92,087.00 45,724.40 43,145.60 45,724.40 125,000.00 2,500,000.00 27,687.50

6,494,953.92 13,965,914.42 6,327,342.47 18,950,410.43 480,426.27 1,608,750.00 5,000,000.00 16,283,212.56 69,111,010.08

228.56 457.10 67.25 13.91 2.00 524.35

M2 M2 M2 M1 Bh M2

92,087.00 43,145.60 45,724.40 125,000.00 1,500,000.00 27,687.50

21,047,404.72 19,721,853.76 3,074,783.00 1,738,750.00 3,000,000.00 14,517,829.88 63,100,621.36

529.96 58.14 103.00 77.14 3.00 7.00 59.00

M2 M2 M2 M1 Bh Bh M1

29,356.50 47,372.00 29,356.50 5,000.00 350,000.00 150,000.00 25,000.00

15,557,858.81 2,754,397.57 3,023,719.50 385,700.00 1,050,000.00 1,050,000.00 1,475,000.00 25,296,675.88

469.15 55.20 28.41 103.58 23.00 102.88 126.58 4.80 6.00 10.00 59.00

M2 M2 M2 M2 M2 M1 M2 M2 Bh Bh M1

29,356.50 47,372.00 105,450.00 29,356.50 29,356.50 5,000.00 8,500.00 34,382.50 350,000.00 150,000.00 25,000.00

13,772,484.55 2,614,934.40 2,995,834.50 3,040,746.27 675,199.50 514,400.00 1,075,930.00 165,036.00 2,100,000.00 1,500,000.00 1,475,000.00 29,929,565.22

3.46 1.39 6.93 78.40 6.28 77.14

M3 M3 M2 M2 M2 M'

252,900.00 177,850.00 735,120.63 178,540.00 172,548.00 27,643.00

875,678.90 246,325.81 5,090,783.91 13,997,536.00 1,083,601.44 2,132,381.02

NO

URAIAN PEKERJAAN

7 8 9 10 11

Dinding Keramik 20/25 cm Keramik Meja Dapur Lantai Keramik Anak Tangga 40/40 cm Lantai Keramik Garasi 40/40 cm Garasi (Carport)

IX 1 2 3 4 5

PEKERJAAN KERAMIK (LANTAI II) Lantai Keramik 40/40 cm Lantai Keramik 20/20 cm Plint Keramik Dinding Keramik 20/25 cm Dinding Batu Alam Entrance

X 1 2 3 4 5 6 7 8 9 10 11 12 13 14

VOLUME

SAT

HARGA SAT.

JML. HARGA

24.60 14.07 8.22 14.25 14.50

M2 M2 M2 M2 M2

178,377.00 178,377.00 178,540.00 178,540.00 137,196.16

4,388,074.20 2,509,764.39 1,467,598.80 2,544,195.00 1,989,344.35 36,325,283.81

77.10 10.35 71.00 26.40 13.70 172.13

M2 M2 M' M2 M'

178,540.00 172,548.00 27,643.00 178,377.00 178,377.00

13,765,434.00 1,785,871.80 1,962,653.00 4,709,152.80 2,443,764.90 24,666,876.50

PEK. KOSEN, PINTU & JENDELA (LANTAI I) Kosen Kayu Kelas I (5/15) Daun Pintu Panil Bayam Daun Pintu Panil PVC Daun Jendela / Pintu Kaca Kaca Mati Rybend 5 mm Kaca Mati Buram 5 mm Engsel Pintu Biasa Engsel Jendela Hak Angin Kunci Pintu 2 x Putar Kunci Bulat KW1 Grendel Jendela / Pintu Kodok Grendel Tanam Samping (Pintu) Pek. Lubang Tembok Ventilasi

0.45 3.00 2.00 7.00 2.88 0.80 8.00 7.00 7.00 3.00 2.00 7.00 7.00

M3 Bh Bh Bh M2 M2 Psg Psg Psg Bh Bh Bh Psg Bh

13,301,875.00 850,000.00 325,000.00 550,000.00 132,085.00 142,085.00 53,706.25 38,137.50 33,706.25 359,925.00 266,462.50 27,637.50 23,500.00 250,000.00

5,985,843.75 2,550,000.00 650,000.00 3,850,000.00 380,404.80 113,668.00 429,650.00 266,962.50 235,943.75 1,079,775.00 532,925.00 193,462.50 0.00 1,750,000.00 18,018,635.30

XI 1 2 3 4 5 6 7 8 9 10 11 12 13 14

PEK. KOSEN, PINTU & JENDELA (LANTAI II) Kosen Kayu Kelas I (5/15) Daun Pintu Panil Bayam Daun Pintu Panil PVC Daun Jendela / Pintu Kaca Kaca Mati Rybend 5 mm Kaca Mati Buram 5 mm Engsel Pintu Biasa Engsel Jendela Hak Angin Kunci Pintu 2 x Putar Kunci Bulat KW1 Grendel Jendela / Pintu Kodok Grendel Tanam Samping (Pintu) Pek. Lubang Tembok Ventilasi

0.85 6.00 3.00 10.00 0.78 0.48 9.00 10.00 10.00 6.00 3.00 10.00 8.00

M3 Bh Bh Bh M2 M2 Psg Psg Psg Bh Bh Bh Psg Bh

13,301,875.00 850,000.00 325,000.00 550,000.00 132,085.00 142,085.00 53,706.25 38,137.50 33,706.25 359,925.00 266,462.50 27,637.50 23,500.00 250,000.00

11,306,593.75 5,100,000.00 975,000.00 5,500,000.00 103,026.30 68,200.80 483,356.25 381,375.00 337,062.50 2,159,550.00 799,387.50 276,375.00 0.00 2,000,000.00 29,489,927.10

XII 1 2

PEKERJAAN PLAFOND (LANTAI I) Plafond Gypsum Board Dalam + Rangka Hollow Profil Gypsum Type CA

103.00 77.14

M2 M1

142,147.08 37,500.00

14,641,149.58 2,892,750.00 17,533,899.58

XIII 1 2 3

PEKERJAAN PLAFOND (LANTAI II) Plafond Gypsum Board Dalam + Rangka Hollow Plafond Luar Kalsiboard + Rangka Hollow Profil Gypsum Type CA

103.58 23.00 102.88

M2 M2 M1

142,147.08 147,615.83 37,500.00

14,723,594.89 3,395,164.17 3,858,000.00 21,976,759.06

132.00 10.00

M2 M1

195,000.00 168,938.00

25,740,000.00 1,689,380.00

XIV PEK. KONSTRUKSI KAP DAN ATAP 1 Pek. Kuda-kuda Baja Ringan 2 Nok Atap Genteng Keramik

NO

3 4 5

URAIAN PEKERJAAN

Nok Atap Pas. Bt. Bata Atap Genteng Keramik Pek. Lesplank Woodplank

XV 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

PEK. INSTALASI LISTRIK (LANTAI I) Titik Mata Lampu Titik Stop Kontak Titik Saklar Titik Saklar Ganda Titik Stop Kontak AC Titik Telepon Titik Televisi Saklar Tunggal Saklar Ganda Stop Kontak Stop Kontak AC Lampu Downlight 18 W Lampu Hias (R. Tamu) 500W Lampu Baret Lampu Meja (Tidur) Lampu Gantung (R. Makan) Lampu SL 18 W Fitting Lampu Alat Bantu + Panel MCB (5 grup), Dll Penyambungan Daya Listrik (1 Phase)

XVI 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

PEK. INSTALASI LISTRIK (LANTAI II) Titik Mata Lampu Titik Stop Kontak Titik Saklar Titik Saklar Ganda Titik Stop Kontak AC Titik Telepon Titik Televisi Saklar Tunggal Saklar Ganda Stop Kontak Stop Kontak AC Lampu Downlight 18 W Lampu Baret Lampu Meja (Tidur) Lampu SL 18 W Fitting Lampu

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

PEKERJAAN SANITASI (LANTAI I) Kloset Duduk Ex. TOTO/KIA (dud Blok) + Pasang Ember Penampungan Air Sementara Bath tub Km. Utama Kran Air (Ex. Parnekel) Stop Kran Kaca / Cermin Floor Drine Tempat Sabun Ex. Toto (11x11 cm) Washtafel Washbasin Pipa PVC Dia 65 mm (Air Kotor) Pipa PVC Dia 50 mm (Air Kotor)

VOLUME

SAT

HARGA SAT.

JML. HARGA

26.40 132.00 24.00

M1 M2 M1

75,000.00 277,190.00 254,100.00

1,980,000.00 36,589,080.00 6,098,400.00 65,998,460.00

28.00 10.00 3.00 4.00 1.00 1.00 2.00 3.00 4.00 10.00 1.00 12.00 1.00 4.00 2.00 1.00 4.00 4.00 1.00 1,100.00

Ttk. Ttk Ttk Ttk Ttk Ttk Ttk Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Ls VA

418,500.00 333,000.00 199,025.00 199,025.00 333,000.00 343,400.00 343,400.00 65,000.00 68,500.00 65,000.00 75,000.00 96,000.00 2,000,000.00 250,000.00 125,000.00 1,750,000.00 85,000.00 15,000.00 5,000,000.00 1,968.00

11,718,000.00 3,330,000.00 597,075.00 796,100.00 333,000.00 343,400.00 686,800.00 195,000.00 274,000.00 650,000.00 75,000.00 1,152,000.00 2,000,000.00 1,000,000.00 250,000.00 1,750,000.00 340,000.00 60,000.00 5,000,000.00 2,164,800.00 32,715,175.00

26.00 8.00 6.00 4.00 3.00 1.00 4.00 6.00 4.00 8.00 1.00 12.00 6.00 2.00 6.00 6.00

Ttk. Ttk Ttk Ttk Ttk Ttk Ttk Bh Bh Bh Bh Bh Bh Bh Bh Bh

418,500.00 333,000.00 199,025.00 199,025.00 203,825.00 343,400.00 343,400.00 65,000.00 68,500.00 65,000.00 75,000.00 96,000.00 150,000.00 125,000.00 85,000.00 15,000.00

10,881,000.00 2,664,000.00 1,194,150.00 796,100.00 611,475.00 343,400.00 1,373,600.00 390,000.00 274,000.00 520,000.00 75,000.00 1,152,000.00 900,000.00 250,000.00 510,000.00 90,000.00 22,024,725.00

2.00 2.00 1.00 6.00 1.00 2.00 2.00 2.00 2.00 1.00 50.00 12.00

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M1 M1

2,505,630.00 150,000.00 8,679,702.50 63,512.50 89,012.50 250,000.00 62,925.00 60,000.00 733,840.00 386,412.50 144,110.00 73,786.25

5,011,260.00 300,000.00 8,679,702.50 381,075.00 89,012.50 500,000.00 125,850.00 120,000.00 1,467,680.00 386,412.50 7,205,500.00 885,435.00

URAIAN PEKERJAAN

NO

VOLUME

SAT

Pipa PVC Dia 20 mm (Air Bersih) Pipa PVC Dia 15 mm (Air Bersih) Septictank Alat Bantu Instalasi Pemasukan Daya Air PAM Pompa Boster Ex Sango Grounding

32.00 12.00 1.00 1.00 1.00 1.00

M1 M1 Unit Ls Ls Unit Ls

16,899.17 18,513.75 5,000,000.00 1,500,000.00 2,500,000.00 800,000.00 15,000,000.00

540,773.33 222,165.00 5,000,000.00 1,500,000.00 0.00 800,000.00 15,000,000.00 48,214,865.83

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

PEKERJAAN SANITASI (LANTAI II) Kloset Duduk Ex. TOTO/KIA (dud Blok) + Pasang Ember Penampungan Air Sementara Kran Air (Ex. Parnekel) Stop Kran Floor Drine Tempat Sabun Ex. Toto (11x11 cm) Pipa PVC Dia 65 mm (Air Kotor) Pipa PVC Dia 50 mm (Air Kotor) Pipa Gip Dia 20 mm (Air Bersih) Pipa Gip Dia 15 mm (Air Bersih) Alat Bantu Instalasi Bak Penampungan Air (Kap. 1M3)

3.00 3.00 5.00 2.00 4.00 3.00 18.00 4.00 22.00 8.00 1.00 1.00

Bh Bh Bh Bh Bh Bh M1 M1 M1 M1 Ls Bh

2,505,630.00 150,000.00 63,512.50 89,012.50 62,925.00 60,000.00 144,110.00 73,786.25 16,899.17 18,513.75 1,500,000.00 4,000,000.00

7,516,890.00 450,000.00 317,562.50 178,025.00 251,700.00 180,000.00 2,593,980.00 295,145.00 371,781.67 148,110.00 1,500,000.00 4,000,000.00 17,803,194.17

XIX 1 2 3 6 7 8

PEKERJAAN LAIN-LAIN Pek. Tangga kePenampungan Air Pek. Pagar Dan Kolom Pek. Pintu Pagar Pek. Pembersihan setelah Pembangunan Pek. Penangkal Petir Lengkap Realing Void dan Tangga

3.00 6.50 3.50 1.00 2.00 17.44

M1 M1 M2 Ls Unit M1

550,000.00 1,250,000.00 1,750,000.00 500,000.00 2,500,000.00 750,000.00

1,650,000.00 8,125,000.00 6,125,000.00 500,000.00 5,000,000.00 13,080,000.00 34,480,000.00

13 14 15 16 17 18 19

Real Cost

HARGA SAT.

Rp.

JML. HARGA

966,659,726.21

Renc Realsasi

0 0

5 5

10 15

15 20

20 22

25 25

30 27

40 38

RAB Masjid 2014

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