Contoh RAB

No. URAIAN SPESIFIKASI KETERANGAN

I PEKERJAAN STRUKTUR

- Pekrjaan Beton Struktur K 350

- Pekrjaan Besi Beton U 40 untuk diameter ≥ 12 , U 24 untuk diameter < 12

- Pekrjaan Pondasi Tiang Pancang Tiang pancang ukuran 25x25 cm kedalaman 18 m

- Pekrjaan Pondasi Batu Kali Pasangan Pondasi Batu Kali 1:4

II PEKERJAAN ARSITEKTUR

Lantai

a. Lantai keramik Keramik Lantai ex. Mulia atau setara

Dinding

a. Pasangan dinding Pasangan batako di plester aci convensional

b. Pasangan keramik dinding Keramik Dinding ex. Mulia atau setara

Plafon

a. Plafon calsiboard Calsiboard tebal 4.5 mm ex. Calsibaord + rangka metal furing ex. Lokal

Kusen, Pintu dan Jendela

a. Kaca Kaca clear 5 mm ex. Asahimas

b. Kusen Alumunium Kusen Alumunium 3" x 1.5 " tebal 1.15 mm warna gelap ex. Alexindo atau setara

c. Daun Pintu Daun pintu calsium board tebal 3.5 mm

d. Daun Jendela Kaca clear 5 mm ex. Asahimas

e. Hardware Hardware pintu & jendela ex Dekson atau setara

f. Pintu besi Steel door ex. Lokal atau setara

Atap

Penutup atap bangunan

Atap genteng metal berpasir dengan tebal total 0.35 mm ex. Multi roof / Prima roof / maha roof

atau setara

Rangka atap Rangka atap baja ringan ex lokal atau setara

Sanitair

a. Closet duduk Closet duduk ex lokal atau setara

b. Closet jongkok Closet jongkok ex lokal atau setara

c. Floor Drain Floor Drain ex lokal atau setara

d. Kran Tembok 1/2 " Kran Tembok 1/2 " ex lokal atau setara

e. Kran doble Kran doble ex lokal atau setara

Pekerjaan Pengecatan

a. Cat Dinding Luar type wheather shield produk Catylac ICI atau setara

a. Cat Dinding Dalam Cat Acrylic Emulsion ex. Catylac ICI atau setara

a. Cat Plafond Cat Acrylic Emulsion ex. Catylac ICI atau setara

a. Cat Minyak Cat minyak ex. Glotek atau setara

Water Proofing

lantai toilet water proofing liquid ex. Beton teknik / damdex / aqua proof / sika atau setara

plat atap beton Water proofing membran tebal 3 mm ex. Fosro bumindo / beton teknik / sika / setara

III SITE DEVELOPMENT

Pekerjaan perkerasan Paving blok t = 6 cm (standart) (pasir 10 cm, sirut 20 cm)

DAFTAR SPESIFIKASI TEKNIS PROYEK RUSUNAWA LOKASI ACEH

Ribu %

Rp. KDN

(1) (2) (3) (4) (5) (7) (8)

Barang

I. Material Langsung

(Bahan baku)25,248,471,190.00 334,524,710.00 25,582,995,900.00 98.69 0.89

II. Peralatang (Barang jadi) - - - -

A. Sub Total Barang 25,248,471,190.00 334,524,710.00 25,582,995,900.00 98.69 0.89 0.89

Jasa

III. Manajemen Proyek

dan Perekayasaan852,766,530.00 - 852,766,530.00 100.00 0.03

IV. Alat Kerja / Fasilitas Kerja - 568,511,020.00 568,511,020.00 -

V. Kontruksi dan Fabrikasi 1,421,277,550.00 - 1,421,277,550.00 100.00 0.05

VI. Jasa Umum - - -

B. Sub Total Jasa 2,274,044,080.00 568,511,020.00 2,842,555,100.00 80.00 0.08 0.08

C. TOTAL Biaya (A + B) 27,522,515,270.00 903,035,730.00 28,425,551,000.00 96.82 0.97 0.97

Jakarta, 29 Juli 2011

PT. WIKA REALTY

Ir. Budi Saddewa S, MM

Direktur Utama

FORMULIR REKAPITULASI PERHITUNGAN TINGKAT KOMPONEN DALAM NEGERI

(TKDN)

URAIAN PEKERJAAN

Nilai Gabungan Barang / Jasa (Rp.) TKDN

DN LN

Total Barang/

Jasa Gabungan

RAB PENGGUNAAN UANG MUKAPEKERJAAN PEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BANDA ACEH - NAD (2 TB )ZONE:5 - 6

NO. URAIAN PEKERJAAN VOL. SAT. HARGA SATUAN

(Rp.) JUMLAH HARGA (Rp.)

A. PEKERJAAN PERSIAPAN 3,441,066,500.00

1 Pengukuran dan Pemasangan Bouwplank 344.00 M' 58,593.73 20,156,243.78 2 Direksi Keet 36.00 M2 1,412,798.03 50,860,729.12

3 Gudang Kerja 32.00 M2 508,690.95 16,278,110.44

4 Papan Nama Proyek 1.00 Buah 576,766.73 576,766.73 5 Air Kerja 1.00 LS 5,767,667.28 5,767,667.28 6 Penyambungan daya listrik kerja 1.00 LS 51,909,005.54 51,909,005.54 7 Pagar Seng Keliling Proyek 350.00 M' 244,006.93 85,402,426.21

B PEKERJAN PONDASI

1 Pengadaan tiang pancang uk 25x25 7,884.00 M1 236,470.83 1,864,336,050.00

C PEKERJAAN STRUKTUR

1 Pengadaan besi beton pile cap dan tie beam 34,596.94 kg 11,051.72 382,355,543.65 2 Pengadaan besi beton untuk komponen precast 87,174.15 kg 11,051.72 963,423,957.26

REKAPITULASI ANGGARAN BIAYARENCANA ANGGARAN BIAYAPEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE TYPE - 24LOKASI : BANDA ACEH - NAD (2 TB )ZONING : 5 dan 6PONDASI : TIANG PANCANG 25 x 25 DALAM 18 M

No. JENIS PEKERJAAN JUMLAH HARGA (Rp.)

I. PEKERJAAN PERSIAPAN TOTAL I : 236,141,849.65

II. PEKERJAAN 1 TWIN BLOK TOTAL II : 12,774,639,840.68

2.1. PEKERJAAN STRUKTUR 5,094,343,216.42 A PEKERJAAN LANTAI DASAR 1,977,102,828.45

A.1 PONDASI + PILE CAP 1,372,058,356.41

A.2 TIE BEAM + UPER STUKCTURE 605,044,472.04 B PEKERJAAN LANTAI 2 613,653,768.01 C PEKERJAAN LANTAI 3 600,161,721.83 D PEKERJAAN LANTAI 4 600,161,721.83 E PEKERJAAN LANTAI 5 571,802,410.62 F PEKERJAAN LANTAI ATAP 370,597,947.20 G PEKERJAAN DUDUKAN KUDA2 BAJA RINGAN 38,969,826.29 H PEKERJAAN RANGKA ATAP BAJA RINGAN 133,404,298.57 I PEKERJAAN GROUND TANK & RUMAH POMPA DI LUAR BANGUNAN 188,488,693.63

2.2. PEKERJAAN ARSITEKTUR 5,327,079,729.52 A PEKERJAAN PASANGAN DAN PLESTERAN 2,280,858,484.21 B PEKERJAAN LANTAI 788,267,625.80 C PEKERJAAN KUSEN PINTU / JENDELA + ASSESORIES 1,350,864,016.02 D PEKERJAAN PENUTUP ATAP 98,660,562.99 E PEKERJAAN SANITAIR 133,070,494.83 F PEKERJAAN PLAFOND 66,786,818.64 G PEKERJAAN PENGECATAN 250,358,662.13 H PEKERJAAN ENTRANCE 47,684,605.76 I PEKERJAAN CEROBONG SAMPAH 38,229,595.38 J PEKERJAAN GROUND TANK DAN R. POMPA DI LUAR BANGUNAN 90,860,804.35 K PEK. PERKERASAN DI DALAM & KELILING BAGIAN LUAR BANG. 56,540,407.45 L PEKERJAAN DRAINASE 84,462,393.00

M PEKERJAAN TANAMAN DAN POT + DRAIN 40,435,258.95

2.3. PEKERJAAN MEKANIKAL DAN ELEKTRIKAL 1,283,077,850.00 A INSTALASI AIR BERSIH 295,880,600.00 B INSTALASI AIR KOTOR DAN AIR BEKAS / LIMBAH 130,704,200.00 C INSTALASI AIR HUJAN 39,603,510.00 D PEKERJAAN PANEL 154,138,060.00 E PEKERJAAN LISTRIK 616,309,810.00 F PEKERJAAN LAMPU TAMAN 46,441,670.00

2.4 PEKERJAAN INST. HYDRANT DALAM BANGUNAN 613,334,300.00

2.5. PEKERJAAN INSTALASI PENANGKAL PETIR 52,604,410.00

2.6. PEKERJAAN INSTALASI TV 145,249,680.00

2.7. PEKERJAAN SEPTIC TANK 2 (DUA) BUAH 258,950,654.74

III. PEKERJAAN 2 TWIN BLOK TOTAL III : 25,549,279,681.36

IV. PEKERJAAN PERKERASAN DI ENTRANCE TOTAL IV : 55,988,468.99

SUB TOTAL I + III + IV : 25,841,410,000.00

DIBULATKAN : 25,841,410,000.00

PPN 10 % : 2,584,141,000.00

TOTAL : 28,425,551,000.00

DIBULATKAN : 28,425,551,000.00

Terbilang : Dua Puluh Delapan Milyar Empat Ratus Dua Puluh Lima Juta Lima Ratus Lima Puluh Satu Ribu Rupiah.

REKAPITULASIPEKERJAAN PEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BANDA ACEH - NAD (2 TB )ZONE 5 - 6

I. PEKERJAAN PERSIAPAN

No. URAIAN PEKERJAAN JUMLAH HARGA (Rp.)

I. PEKERJAAN PERSIAPAN 236,141,849.65

SUBTOTAL : 236,141,849.65

BILL OF QUANTITYPEKERJAAN PEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BANDA ACEH - NAD (2 TB )ZONE:5 - 6

I. PEKERJAAN PERSIAPAN

NO. URAIAN PEKERJAAN VOL. SAT. HARGA SATUAN

(Rp.)

JUMLAH HARGA

(Rp.)

I. PEKERJAAN PERSIAPAN 236,141,849.65

1 Pengukuran dan Pemasangan Bouwplank 344.00 M' 58,593.73 20,156,243.78 2 Direksi Keet 36.00 M2 1,412,798.03 50,860,729.12

3 Gudang Kerja 32.00 M2 508,690.95 16,278,110.44

4 Papan Nama Proyek 1.00 Buah 576,766.73 576,766.73 5 Foto Proyek 3 Fase (warna) 3.00 Set 1,730,300.18 5,190,900.55 6 Air Kerja 1.00 LS 5,767,667.28 5,767,667.28 7 Listrik Kerja 1.00 LS 51,909,005.54 51,909,005.54 8 Pagar Seng Keliling Proyek 350.00 M' 244,006.93 85,402,426.21

PEKERJAAN STRUKTUR PRECAST

LANTAI DASAR

A. KOLOM

KOLOM K1 ( 30 x 50 ) - Lt. Dasar / Pcs = 18 pcs

Precast :

0.56 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 582,995.81

131.04 Kg Besi @ Rp. 11,051.72 = Rp. 1,448,216.82

5.97 M2 Bekisting @ Rp. 96,921.80 = Rp. 578,946.24

Rp. 2,610,158.87


Precast :

0.81 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 843,261.79

164.43 Kg Besi @ Rp. 11,051.72 = Rp. 1,817,233.61

8.64 M2 Bekisting @ Rp. 96,921.80 = Rp. 837,404.38

Rp. 3,497,899.78


Precast :

0.63 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 655,870.28

108.36 Kg Besi @ Rp. 11,051.72 = Rp. 1,197,563.91

6.72 M2 Bekisting @ Rp. 96,921.80 = Rp. 651,314.52

Rp. 2,504,748.71

LANTAI DUA

A. BALOK

Balok B1 uk. 25/45 - Lt. Dua / Pcs = 22 pcs

Precast :

0.55 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 573,886.50

132.85 Kg Besi @ Rp. 11,051.72 = Rp. 1,468,234.24

5.64 M2 Bekisting @ Rp. 98,121.48 = Rp. 552,914.53

Rp. 2,595,035.27

Balok V1 uk. 25/45 - Lt. Dua / Pcs = 22 pcs

Precast :

0.55 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 573,886.50

132.85 Kg Besi @ Rp. 11,051.72 = Rp. 1,468,234.24

5.64 M2 Bekisting @ Rp. 98,121.48 = Rp. 552,914.53

Rp. 2,595,035.27


Precast :

0.35 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 368,927.04

77.61 Kg Besi @ Rp. 11,051.72 = Rp. 857,702.93

3.62 M2 Bekisting @ Rp. 98,121.48 = Rp. 355,445.06

Rp. 1,582,075.02

Balok V1A uk. 25/45 - Lt. Dua / Pcs = 14 pcs

Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 311,203.76

65.47 Kg Besi @ Rp. 11,051.72 = Rp. 723,504.51

3.06 M2 Bekisting @ Rp. 98,121.48 = Rp. 299,831.20

Rp. 1,334,539.47


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

103.48 Kg Besi @ Rp. 11,051.72 = Rp. 1,143,603.91

4.83 M2 Bekisting @ Rp. 98,121.48 = Rp. 473,926.74

Rp. 2,109,433.36

NANGRU ACEH DARUSSALAM

PEMBANGUNAN RUSUNAWA KOTA BANDA ACEH

DAFTAR ANALISA HARGA SATUAN PEKERJAAN






Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

66.52 Kg Besi @ Rp. 11,051.72 = Rp. 735,173.94

3.11 M2 Bekisting @ Rp. 98,121.48 = Rp. 304,667.19

Rp. 1,356,064.30


Precast :

0.49 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 510,848.55

91.27 Kg Besi @ Rp. 11,051.72 = Rp. 1,008,689.28

5.02 M2 Bekisting @ Rp. 98,121.48 = Rp. 492,180.22

Rp. 2,011,718.04

Balok H1 uk. 25/45 - Lt. Dua / Pcs = 12 pcs

Precast :

0.93 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 967,701.47

172.89 Kg Besi @ Rp. 11,051.72 = Rp. 1,910,762.20

9.50 M2 Bekisting @ Rp. 98,121.48 = Rp. 932,338.02

Rp. 3,810,801.70

Balok H1A uk. 25/45 - Lt. Dua / Pcs = 12 pcs

Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

87.89 Kg Besi @ Rp. 11,051.72 = Rp. 971,280.03

4.83 M2 Bekisting @ Rp. 98,121.48 = Rp. 473,926.74

Rp. 1,937,109.49


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

56.50 Kg Besi @ Rp. 11,051.72 = Rp. 624,394.31

3.11 M2 Bekisting @ Rp. 98,121.48 = Rp. 304,667.19

Rp. 1,245,284.67

Balok CG uk. 25/45 - Lt. Dua / Pcs = 48 pcs

Precast :

0.11 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 110,995.31

30.71 Kg Besi @ Rp. 11,051.72 = Rp. 339,351.22

1.09 M2 Bekisting @ Rp. 98,121.48 = Rp. 106,939.12

Rp. 557,285.65

Balok BL uk. 10/40 - Lt. Dua / Pcs = 2 pcs

Precast :

0.12 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 125,968.74

21.66 Kg Besi @ Rp. 11,051.72 = Rp. 239,369.11

1.24 M2 Bekisting @ Rp. 98,121.48 = Rp. 121,365.37

Rp. 486,703.21

B. PLAT LANTAI

PLAT TYPE 1, t = 12 cm - Lt. Dua / Pcs = 108 pcs

Precast :

0.67 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 702,559.11

62.76 Kg Besi @ Rp. 11,051.72 = Rp. 693,614.42

5.62 M2 Bekisting @ Rp. 98,121.48 = Rp. 551,808.39

Rp. 1,947,981.93

PLAT TYPE P1, t = 12 cm - Lt. Dua / Pcs = 48 pcs

Precast :

0.99 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 1,031,759.44

92.17 Kg Besi @ Rp. 11,051.72 = Rp. 1,018,623.51

8.26 M2 Bekisting @ Rp. 98,121.48 = Rp. 810,370.98

Rp. 2,860,753.92






Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

43.94 Kg Besi @ Rp. 11,051.72 = Rp. 485,640.02

3.94 M2 Bekisting @ Rp. 98,121.48 = Rp. 386,353.32

Rp. 1,363,896.05


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

28.25 Kg Besi @ Rp. 11,051.72 = Rp. 312,197.15

2.53 M2 Bekisting @ Rp. 98,121.48 = Rp. 248,369.99

Rp. 876,790.32

C. KOLOM

KOLOM K1 ( 30 x 50 ) - Lt. Dua / Pcs = 18 pcs

Precast :

0.40 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 416,425.58

96.00 Kg Besi @ Rp. 11,051.72 = Rp. 1,060,964.70

4.27 M2 Bekisting @ Rp. 96,921.80 = Rp. 413,533.03

Rp. 1,890,923.31


Precast :

0.58 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 602,329.85

120.34 Kg Besi @ Rp. 11,051.72 = Rp. 1,329,995.04

6.17 M2 Bekisting @ Rp. 96,921.80 = Rp. 598,145.99

Rp. 2,530,470.88


Precast :

0.45 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 468,478.77

79.20 Kg Besi @ Rp. 11,051.72 = Rp. 875,295.88

4.80 M2 Bekisting @ Rp. 96,921.80 = Rp. 465,224.66

Rp. 1,808,999.31

KOLOM KP ( 12,5 x 20 ) - Lt. Dua / Pcs = 42 pcs

Precast :

0.02 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 23,423.94

5.36 Kg Besi @ Rp. 11,051.72 = Rp. 59,277.23

0.59 M2 Bekisting @ Rp. 96,921.80 = Rp. 56,699.26

Rp. 139,400.42

LANTAI TIGA

A. BALOK

Balok B1 uk. 25/45 - Lt. Tiga / Pcs = 22 pcs

Precast :

0.55 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 573,886.50

132.85 Kg Besi @ Rp. 11,051.72 = Rp. 1,468,234.24

5.64 M2 Bekisting @ Rp. 98,121.48 = Rp. 552,914.53

Rp. 2,595,035.27


Precast :

0.55 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 573,886.50

132.85 Kg Besi @ Rp. 11,051.72 = Rp. 1,468,234.24

5.64 M2 Bekisting @ Rp. 98,121.48 = Rp. 552,914.53

Rp. 2,595,035.27


Precast :

0.35 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 368,927.04

77.61 Kg Besi @ Rp. 11,051.72 = Rp. 857,702.93

3.62 M2 Bekisting @ Rp. 98,121.48 = Rp. 355,445.06

Rp. 1,582,075.02






Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 311,203.76

65.47 Kg Besi @ Rp. 11,051.72 = Rp. 723,504.51

3.06 M2 Bekisting @ Rp. 98,121.48 = Rp. 299,831.20

Rp. 1,334,539.47


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

103.48 Kg Besi @ Rp. 11,051.72 = Rp. 1,143,603.91

4.83 M2 Bekisting @ Rp. 98,121.48 = Rp. 473,926.74

Rp. 2,109,433.36


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

66.52 Kg Besi @ Rp. 11,051.72 = Rp. 735,173.94

3.11 M2 Bekisting @ Rp. 98,121.48 = Rp. 304,667.19

Rp. 1,356,064.30


Precast :

0.51 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 531,699.51

95.00 Kg Besi @ Rp. 11,051.72 = Rp. 1,049,860.27

5.22 M2 Bekisting @ Rp. 98,121.48 = Rp. 512,269.21

Rp. 2,093,828.98


Precast :

0.98 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 1,020,405.33

182.31 Kg Besi @ Rp. 11,051.72 = Rp. 2,014,827.92

10.02 M2 Bekisting @ Rp. 98,121.48 = Rp. 983,115.89

Rp. 4,018,349.14


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

87.89 Kg Besi @ Rp. 11,051.72 = Rp. 971,280.03

4.83 M2 Bekisting @ Rp. 98,121.48 = Rp. 473,926.74

Rp. 1,937,109.49


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

56.50 Kg Besi @ Rp. 11,051.72 = Rp. 624,394.31

3.11 M2 Bekisting @ Rp. 98,121.48 = Rp. 304,667.19

Rp. 1,245,284.67

Balok CG uk. 25/45 - Lt. Tiga / Pcs = 48 pcs

Precast :

0.11 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 110,995.31

30.71 Kg Besi @ Rp. 11,051.72 = Rp. 339,351.22

1.09 M2 Bekisting @ Rp. 98,121.48 = Rp. 106,939.12

Rp. 557,285.65

B. PLAT LANTAI

PLAT TYPE 1, t = 12 cm - Lt. tiga / Pcs = 106 pcs

Precast :

0.69 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 715,814.94

63.94 Kg Besi @ Rp. 11,051.72 = Rp. 706,701.49

5.73 M2 Bekisting @ Rp. 98,121.48 = Rp. 562,219.87

Rp. 1,984,736.30






Precast :

1.01 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 1,052,255.38

94.00 Kg Besi @ Rp. 11,051.72 = Rp. 1,038,858.51

8.42 M2 Bekisting @ Rp. 98,121.48 = Rp. 826,469.04

Rp. 2,917,582.93


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

43.94 Kg Besi @ Rp. 11,051.72 = Rp. 485,640.02

3.94 M2 Bekisting @ Rp. 98,121.48 = Rp. 386,353.32

Rp. 1,363,896.05


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

28.25 Kg Besi @ Rp. 11,051.72 = Rp. 312,197.15

2.53 M2 Bekisting @ Rp. 98,121.48 = Rp. 248,369.99

Rp. 876,790.32

C. KOLOM

KOLOM K1 ( 30 x 50 ) - Lt. Tiga / Pcs = 18 pcs

Precast :

0.40 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 416,425.58

83.20 Kg Besi @ Rp. 11,051.72 = Rp. 919,502.74

4.27 M2 Bekisting @ Rp. 96,921.80 = Rp. 413,533.03

Rp. 1,749,461.35


Precast :

0.58 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 602,329.85

101.83 Kg Besi @ Rp. 11,051.72 = Rp. 1,125,380.42

6.17 M2 Bekisting @ Rp. 96,921.80 = Rp. 598,145.99

Rp. 2,325,856.26


Precast :

0.45 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 468,478.77

61.65 Kg Besi @ Rp. 11,051.72 = Rp. 681,338.27

4.80 M2 Bekisting @ Rp. 96,921.80 = Rp. 465,224.66

Rp. 1,615,041.70

KOLOM KP ( 12,5 x 20 ) - Lt. Tiga / Pcs = 42 pcs

Precast :

0.02 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 23,423.94

5.36 Kg Besi @ Rp. 11,051.72 = Rp. 59,277.23

0.59 M2 Bekisting @ Rp. 96,921.80 = Rp. 56,699.26

Rp. 139,400.42

LANTAI EMPAT

A. BALOK

Balok B1 uk. 25/45 - Lt. Empat / Pcs = 22 pcs

Precast :

0.55 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 573,886.50

132.85 Kg Besi @ Rp. 11,051.72 = Rp. 1,468,234.24

5.64 M2 Bekisting @ Rp. 98,121.48 = Rp. 552,914.53

Rp. 2,595,035.27


Precast :

0.55 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 573,886.50

132.85 Kg Besi @ Rp. 11,051.72 = Rp. 1,468,234.24

5.64 M2 Bekisting @ Rp. 98,121.48 = Rp. 552,914.53

Rp. 2,595,035.27






Precast :

0.35 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 368,927.04

77.61 Kg Besi @ Rp. 11,051.72 = Rp. 857,702.93

3.62 M2 Bekisting @ Rp. 98,121.48 = Rp. 355,445.06

Rp. 1,582,075.02


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 311,203.76

65.47 Kg Besi @ Rp. 11,051.72 = Rp. 723,504.51

3.06 M2 Bekisting @ Rp. 98,121.48 = Rp. 299,831.20

Rp. 1,334,539.47


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

103.48 Kg Besi @ Rp. 11,051.72 = Rp. 1,143,603.91

4.83 M2 Bekisting @ Rp. 98,121.48 = Rp. 473,926.74

Rp. 2,109,433.36


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

66.52 Kg Besi @ Rp. 11,051.72 = Rp. 735,173.94

3.11 M2 Bekisting @ Rp. 98,121.48 = Rp. 304,667.19

Rp. 1,356,064.30


Precast :

0.51 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 531,699.51

95.00 Kg Besi @ Rp. 11,051.72 = Rp. 1,049,860.27

5.22 M2 Bekisting @ Rp. 98,121.48 = Rp. 512,269.21

Rp. 2,093,828.98


Precast :

0.98 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 1,020,405.33

182.31 Kg Besi @ Rp. 11,051.72 = Rp. 2,014,827.92

10.02 M2 Bekisting @ Rp. 98,121.48 = Rp. 983,115.89

Rp. 4,018,349.14


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

87.89 Kg Besi @ Rp. 11,051.72 = Rp. 971,280.03

4.83 M2 Bekisting @ Rp. 98,121.48 = Rp. 473,926.74

Rp. 1,937,109.49


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

56.50 Kg Besi @ Rp. 11,051.72 = Rp. 624,394.31

3.11 M2 Bekisting @ Rp. 98,121.48 = Rp. 304,667.19

Rp. 1,245,284.67

Balok CG uk. 25/45 - Lt. Empat / Pcs = 48 pcs

Precast :

0.11 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 110,995.31

30.71 Kg Besi @ Rp. 11,051.72 = Rp. 339,351.22

1.09 M2 Bekisting @ Rp. 98,121.48 = Rp. 106,939.12

Rp. 557,285.65





B. PLAT LANTAI

PLAT TYPE 1, t = 12 cm - Lt. Empat / Pcs = 106 pcs

Precast :

0.69 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 715,814.94

63.94 Kg Besi @ Rp. 11,051.72 = Rp. 706,701.49

5.73 M2 Bekisting @ Rp. 98,121.48 = Rp. 562,219.87

Rp. 1,984,736.30


Precast :

1.01 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 1,052,255.38

94.00 Kg Besi @ Rp. 11,051.72 = Rp. 1,038,858.51

8.42 M2 Bekisting @ Rp. 98,121.48 = Rp. 826,469.04

Rp. 2,917,582.93


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

43.94 Kg Besi @ Rp. 11,051.72 = Rp. 485,640.02

3.94 M2 Bekisting @ Rp. 98,121.48 = Rp. 386,353.32

Rp. 1,363,896.05


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

28.25 Kg Besi @ Rp. 11,051.72 = Rp. 312,197.15

2.53 M2 Bekisting @ Rp. 98,121.48 = Rp. 248,369.99

Rp. 876,790.32

C. KOLOM

KOLOM K1 ( 30 x 50 ) - Lt. Empat / Pcs = 18 pcs

Precast :

0.40 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 416,425.58

83.20 Kg Besi @ Rp. 11,051.72 = Rp. 919,502.74

4.27 M2 Bekisting @ Rp. 96,921.80 = Rp. 413,533.03

Rp. 1,749,461.35


Precast :

0.58 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 602,329.85

101.83 Kg Besi @ Rp. 11,051.72 = Rp. 1,125,380.42

6.17 M2 Bekisting @ Rp. 96,921.80 = Rp. 598,145.99

Rp. 2,325,856.26


Precast :

0.45 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 468,478.77

61.65 Kg Besi @ Rp. 11,051.72 = Rp. 681,338.27

4.80 M2 Bekisting @ Rp. 96,921.80 = Rp. 465,224.66

Rp. 1,615,041.70

KOLOM KP ( 12,5 x 20 ) - Lt. Empat / Pcs = 42 pcs

Precast :

0.02 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 23,423.94

5.36 Kg Besi @ Rp. 11,051.72 = Rp. 59,277.23

0.59 M2 Bekisting @ Rp. 96,921.80 = Rp. 56,699.26

Rp. 139,400.42

LANTAI LIMA

A. BALOK

Balok B1 uk. 25/45 - Lt. Lima / Pcs = 22 pcs

Precast :

0.55 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 573,886.50

132.85 Kg Besi @ Rp. 11,051.72 = Rp. 1,468,234.24

5.64 M2 Bekisting @ Rp. 98,121.48 = Rp. 552,914.53

Rp. 2,595,035.27






Precast :

0.55 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 573,886.50

132.85 Kg Besi @ Rp. 11,051.72 = Rp. 1,468,234.24

5.64 M2 Bekisting @ Rp. 98,121.48 = Rp. 552,914.53

Rp. 2,595,035.27


Precast :

0.35 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 368,927.04

77.61 Kg Besi @ Rp. 11,051.72 = Rp. 857,702.93

3.62 M2 Bekisting @ Rp. 98,121.48 = Rp. 355,445.06

Rp. 1,582,075.02


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 311,203.76

65.47 Kg Besi @ Rp. 11,051.72 = Rp. 723,504.51

3.06 M2 Bekisting @ Rp. 98,121.48 = Rp. 299,831.20

Rp. 1,334,539.47


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

103.48 Kg Besi @ Rp. 11,051.72 = Rp. 1,143,603.91

4.83 M2 Bekisting @ Rp. 98,121.48 = Rp. 473,926.74

Rp. 2,109,433.36


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

66.52 Kg Besi @ Rp. 11,051.72 = Rp. 735,173.94

3.11 M2 Bekisting @ Rp. 98,121.48 = Rp. 304,667.19

Rp. 1,356,064.30


Precast :

0.51 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 531,699.51

95.00 Kg Besi @ Rp. 11,051.72 = Rp. 1,049,860.27

5.22 M2 Bekisting @ Rp. 98,121.48 = Rp. 512,269.21

Rp. 2,093,828.98


Precast :

0.98 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 1,020,405.33

182.31 Kg Besi @ Rp. 11,051.72 = Rp. 2,014,827.92

10.02 M2 Bekisting @ Rp. 98,121.48 = Rp. 983,115.89

Rp. 4,018,349.14


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

87.89 Kg Besi @ Rp. 11,051.72 = Rp. 971,280.03

4.83 M2 Bekisting @ Rp. 98,121.48 = Rp. 473,926.74

Rp. 1,937,109.49


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

56.50 Kg Besi @ Rp. 11,051.72 = Rp. 624,394.31

3.11 M2 Bekisting @ Rp. 98,121.48 = Rp. 304,667.19

Rp. 1,245,284.67





Balok CG uk. 25/45 - Lt. lima / Pcs = 48 pcs

Precast :

0.11 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 110,995.31

30.71 Kg Besi @ Rp. 11,051.72 = Rp. 339,351.22

1.09 M2 Bekisting @ Rp. 98,121.48 = Rp. 106,939.12

Rp. 557,285.65

B. PLAT LANTAI

PLAT TYPE 1, t = 12 cm - Lt. Lima / Pcs = 106 pcs

Precast :

0.69 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 715,814.94

63.94 Kg Besi @ Rp. 11,051.72 = Rp. 706,701.49

5.73 M2 Bekisting @ Rp. 98,121.48 = Rp. 562,219.87

Rp. 1,984,736.30


Precast :

1.01 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 1,052,255.38

94.00 Kg Besi @ Rp. 11,051.72 = Rp. 1,038,858.51

8.42 M2 Bekisting @ Rp. 98,121.48 = Rp. 826,469.04

Rp. 2,917,582.93


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

43.94 Kg Besi @ Rp. 11,051.72 = Rp. 485,640.02

3.94 M2 Bekisting @ Rp. 98,121.48 = Rp. 386,353.32

Rp. 1,363,896.05


Precast :

0.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 316,223.17

28.25 Kg Besi @ Rp. 11,051.72 = Rp. 312,197.15

2.53 M2 Bekisting @ Rp. 98,121.48 = Rp. 248,369.99

Rp. 876,790.32

C. KOLOM

KOLOM K3 ( 30 x 50 ) - Lt. Lima / Pcs = 69 pcs

Precast :

0.48 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 499,710.69

65.28 Kg Besi @ Rp. 11,051.72 = Rp. 721,456.00

5.12 M2 Bekisting @ Rp. 96,921.80 = Rp. 496,239.63

Rp. 1,717,406.33

KOLOM KP ( 12,5 x 20 ) - Lt. Dasar / Pcs = 42 pcs

Precast :

0.02 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 23,423.94

5.36 Kg Besi @ Rp. 11,051.72 = Rp. 59,277.23

0.59 M2 Bekisting @ Rp. 96,921.80 = Rp. 56,699.26

Rp. 139,400.42

Lantai Atap

A. BALOK

Balok B2 uk. 25/45 - Lt. Elev + 15,75 M / Pcs = 18 pcs

Precast :

0.14 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 140,543.63

31.05 Kg Besi @ Rp. 11,051.72 = Rp. 343,155.77

1.38 M2 Bekisting @ Rp. 98,121.48 = Rp. 135,407.64

Rp. 619,107.04


Precast :

0.89 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 925,245.58

151.09 Kg Besi @ Rp. 11,051.72 = Rp. 1,669,776.09

9.09 M2 Bekisting @ Rp. 98,121.48 = Rp. 891,433.63

Rp. 3,486,455.30






Precast :

0.37 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 380,639.00

118.46 Kg Besi @ Rp. 11,051.72 = Rp. 1,309,213.87

3.74 M2 Bekisting @ Rp. 98,121.48 = Rp. 366,729.03

Rp. 2,056,581.90

Balok CG uk. 25/45 - Lt. Elev + 15,75 M / Pcs = 19 pcs

Precast :

0.19 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 194,172.12

45.32 Kg Besi @ Rp. 11,051.72 = Rp. 500,893.56

1.91 M2 Bekisting @ Rp. 98,121.48 = Rp. 187,076.34

Rp. 882,142.03

Balok BC uk. 20/30 - Lt. Elev + 15,75 M / Pcs = 34 pcs

Precast :

0.07 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 72,752.00

26.76 Kg Besi @ Rp. 11,051.72 = Rp. 295,798.52

0.93 M2 Bekisting @ Rp. 98,121.48 = Rp. 91,426.13

Rp. 459,976.65

Balok RB1 uk. 25/40 - Lt. Elev + 15,75 M / Pcs = 30 pcs

Precast :

0.42 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 435,164.73

54.34 Kg Besi @ Rp. 11,051.72 = Rp. 600,550.23

4.39 M2 Bekisting @ Rp. 98,121.48 = Rp. 430,655.17

Rp. 1,466,370.13


Precast :

0.47 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 491,902.71

45.36 Kg Besi @ Rp. 11,051.72 = Rp. 501,305.82

4.83 M2 Bekisting @ Rp. 98,121.48 = Rp. 473,926.74

Rp. 1,467,135.28

B. PLAT LANTAI

PLAT TYPE 1, t = 12 cm - Lt. Elev 15,75 M / Pcs = 34 pcs

Precast :

1.30 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 1,357,587.19

130.40 Kg Besi @ Rp. 11,051.72 = Rp. 1,441,185.98

10.87 M2 Bekisting @ Rp. 98,121.48 = Rp. 1,066,284.66

Rp. 3,865,057.83

PLAT TYPE 2, t = 15 cm - Lt. Elev 15,75 M / Pcs = 20 pcs

Precast :

0.50 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 524,305.83

64.97 Kg Besi @ Rp. 11,051.72 = Rp. 718,003.72

3.36 M2 Bekisting @ Rp. 98,121.48 = Rp. 329,442.86

Rp. 1,571,752.41

C. KOLOM

KOLOM K3 ( 30 x 50 ) - Lt. Lima / Pcs = 69 pcs

Precast :

0.10 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 101,390.58

17.77 Kg Besi @ Rp. 11,051.72 = Rp. 196,424.68

1.04 M2 Bekisting @ Rp. 96,921.80 = Rp. 100,686.30

Rp. 398,501.55

Lantai Elevasi +15,27 M

3 BALOK


Precast :

0.16 M3 Ready Mix K-350 @ Rp. 1,041,063.94 = Rp. 166,069.72

28.23 Kg Besi @ Rp. 11,051.72 = Rp. 312,044.13

2.77 M2 Bekisting @ Rp. 98,121.48 = Rp. 271,305.89

Rp. 749,419.74

DAFTAR HARGA SAR+TUAN TERTINGGI BAHAN BANGUNANPEKERJAAN PEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BAN DA ACEH - NAD (2 TB )ZONE 5 - 6

KELOMPOK NO. NAMA/JENIS BAHAN SATUAN SATUAN BAHAN

1 2 3 4 5.00

A. BAHAN PASIR1 Pasir Urug / Tanah katel. M3 92,282.68 2 Pasir Pasang M3 92,282.68 3 Pasir Cor / Beton M3 230,706.69 4 Sirtu urug M3 159,676.73 5 Tanah Urug M3 69,212.01

B. BAHAN BATU1 Batu Kali Pecah 15/20 (tangan ) M3 173,030.02 2 Batu Kali M3 173,030.02 3 Batu Kali Pecah 5/7 (tangan ) M3 230,706.69 4 Koral Beton 1/2 M3 230,706.69 5 Koral Beton 2/3 M3 230,706.69 6 Batu bata merah Bh 484.48 7 Batako. Bh 3,045.33

C BAHAN SEMEN / P.C.1 Beton readymix K-350 M3 977,619.60 2 Semen Gresik 40 kg zak 50,755.47 3 Semen Gresik lkg lKg 1,268.89 4 Semen warna pengisi nat / Tile Grout lKg 11,535.33 5 Semen Tiga Roda 50 kg kg 1,268.89

D BAHAN LANTAI.1 Ubin Keramik Lantai 20x20 cm (KW I) M2 40,373.67 2 Ubin Keramik Lantai 30x30 cm (KW I) M2 40,373.67 3 Keramik dinding 20x20 cm ( KW I) M2 40,373.67 4 Plint Keramik dinding 10x30 cm ( KW I) Ml 8,971.93

E BAHAN KAYU.1 Kayu meranti balok 8/12, 6/15 M3 2,399,349.59 2 Keyu meranti usuk 5/7 M3 2,399,349.59 3 Kayu meranti papan 3/25/400 M3 2,399,349.59 4 Kayu dolken. Btg 17,303.00

F BAHAN TRIPLEKS / KAYU LAPIS.1 Plywoon 4 mm Ibr 63,444.34 2 Plywoon 9 mm Ibr 117,660.41

G BAHAN BESI.1 Besi beton polos. Kg 9,430.14 2 Besi beton Ulir. Kg 9,430.14 3 Besi lempeng / bulat / strip (Beugel) Kg 9,430.14 4 Kawat bend rat Kg 17,303.00 5 Paku segala ukuran Kg 17,303.00

H BAHAN PENUTUPATAP.a. Genteng Metal Utama Roof (Batuan)

1 Seng gelombang BJLS 30 Lbr 69,212.01 2 Seng plat BJLS 30 Lbr 51,909.01

I BAHAN PENGECATAN + POLITUR..1 Cat meni Kg 17,303.00

J BAHAN KACA.1 Kaca bening 5 mm m2 98,050.34 2 Kaca nako + rangka "NIKY" Dn 173,030.02

REKAPITULATIONRENCANA ANGGARAN BIAYAPEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BAN DA ACEH - NAD (2 TB )ZONE GEMPA : 5-6

2.1. PEKERJAAN STRUKTUR

NO. URAIAN PEKERJAAN JUMLAH HARGA (Rp.)

I. Pekerjaan Struktur A. Lantai Dasar 1,977,102,828.45 B. Lantai 2 Elevasi +3.15 613,653,768.01 C. Lantai 3 Elevasi +5.95 600,161,721.83 D. Lantai 4 Elevasi +8.75 600,161,721.83 E. Lantai 5 Elevasi +11.55 571,802,410.62 F. Lantai atap/daak Elevasi +14.55 370,597,947.20 G. Elevasi +15,27 dudukan kuda2 baja ringan 38,969,826.29 H. Pekerjaan Rangka Atap Baja Baja Ringan 133,404,298.57 I. Pekerjaan Gorund Tank & Rumah Pompa 188,488,693.63

SUB TOTAL : 5,094,343,216.42

BILL OF QUANTITYPEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BAN DA ACEH - NAD (2 TB )ZONE GEMPA : 5-6


NO. URAIAN PEKERJAAN VOLUME SAT HARGA SATUAN

(Rp.)

JUMLAH HARGA

(Rp.)

I. Pekerjaan Struktur 5,094,343,216.42

A. Lantai Dasar 1,977,102,828.45

A.1 PONDASI 1,372,058,356.41

1 Mobilisasi dan demobilisasi alat pancang 1.00 Unit 8,240,000.00 8,240,000.00

2 Tiang pancang uk. 25 x 25 cm, pjg. 18 M : 219 titik 3,942.00 M1 236,470.83 932,168,025.00

3 Ongkos Pemancangan Tiang 3,942.00 M1 53,560.00 211,133,520.00

4 Pemotongan kepala tiang pancang 219.00 Titik 51,500.00 11,278,500.00

5 Galian tanah dibawah Pile Cap 88.83 M3 41,094.63 3,650,435.93

6 Urugan Pasir Dibawah Pile Cap t=10 cm 11.84 M3 127,177.06 1,505,776.43 7 Lantai Kerja Dibawah Pile Cap t=5 cm 5.92 M3 707,462.07 4,188,175.45

8 Tes PDA 2.00 Titik 3,605,000.00 7,210,000.00 9 Pondasi batu kali 30x50 1:5 70.30 m3 567,532.69 39,897,548.31

10 Pile Cap PC- 1 =20 buah- Beton K-350 3.63 M3 1,041,063.94 3,779,062.12

- Besi Beton 159 Kq/M3 577.17 Kg 11,051.72 6,378,718.73

11 - Bekisting 26.40 M2 82,181.57 2,169,593.41

Pile Cap PC- 2 =24 buah- Beton K-350 10.30 M3 1,041,063.94 10,722,958.63

- Besi Beton 140 Kq/M3 1,441.44 Kg 11,051.72 15,930,385.02

- Bekisting 106.56 M2 82,181.57 8,757,267.94


- Besi Beton 101 Kq/M3 2,100.09 Kg 11,051.72 23,209,597.54

- Bekisting 32.77 M2 82,181.57 2,693,090.00

13 Pile Cap PC-4 =16 buah- Beton K-350 16.22 M3 1,041,063.94 16,886,057.18

- Besi Beton 135 Kg/M3 2,190.24 Kg 11,051.72 24,205,909.71

- Bekisting 199.68 M2 82,181.57 16,410,015.61

A. 2 UPER STRUKTUR 605,044,472.04

1 Tie Beam / Sloof TB (30/45)- Beton K-350 46.96 M3 1,041,063.94 48,888,362.83

- Besi Beton 234 Kq/M3 10,989.53 Kg 11,051.72 121,453,160.82

- Bekisting 313.09 M2 82,181.57 25,730,227.29

2 Galian tanah dibawah Tie Beam 61.05 M3 41,094.63 2,508,827.12

3 Urugan Pasir Dibawah Tie Beam t=10 cm 7.12 M3 127,177.06 905,500.69

4 Lantai Kerja Dibawah Tie Beam t=5 cm 3.56 M3 707,462.07 2,518,564.96

5 Urugan Tanah Kembali 51.98 M3 13,698.21 712,032.95

6 Kolom K1 : 30 X 50 18.00 unit 2,610,158.87 46,982,859.64

7 Kolom K2 : 30 X 50 7.00 unit 3,497,899.78 24,485,298.49

8 Kolom K3 : 30 X 50 44.00 unit 2,504,748.71 110,208,943.41

9 Shear Wall, t= 20 cm

- Beton K-350 25.34 M3 1,041,063.94 26,380,560.35

- Besi Beton 88 Kq/M3 2,230.27 Kg 11,051.72 24,648,309.89

- Bekisting 253.44 M2 105,300.30 26,687,308.43




(Rp.)

JUMLAH HARGA

(Rp.)

22 Urug tanah di Bawah Lantai Bangunan t=40 cm 358.26 M3 80,747.34 28,928,542.72

23 Urug tanah di sekitar Bangunan 1.5m t=35 cm 86.31 M3 80,747.34 6,969,303.08

24 Urug tanah di halaman Bangunan t=30 cm 70.20 M3 80,747.34 5,668,463.40

25 Pasir Urug di Bawah Lantai Bangunan t=10 cm 89.57 M3 127,177.06 11,391,249.58

26 Lantai Kerja ad. 1:3:5 Bawah Lantai Bangunan t=7 cm 62.70 M3 707,462.07 44,357,871.71

27 Besi Wire mesh M4 pada lantai kerja 1 lapis 1,380.00 Kg 11,051.72 15,251,367.61

Tangga Utama- Kaki Tangga

* Beton K-350 0.24 M3 1,041,063.94 249,855.35

* Besi Beton 168 Kq/M3 39.98 Kg 11,051.72 441,847.59

* Bekisting 3.06 M2 99,267.32 303,758.00

- Pelat Tangga

* Beton K-350 1.08 M3 1,041,063.94 1,124,349.06

* Besi Beton 148 Kq/M3 159.84 Kg 11,051.72 1,766,506.23

* Bekisting 6.63 M2 99,267.32 658,142.34

- Step Tangga* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 68 Kq/M3 68.81 Kg 11,051.72 760,468.55

* Bekisting 13.17 M2 99,267.32 1,307,350.63

- Bordes Tangga* Beton K-350 1.00 M3 1,041,063.94 1,041,063.94

* Besi Beton 142 Kg/M3 142.39 Kg 11,051.72 1,573,653.79

* Bekisting 6.69 M2 99,267.32 664,098.38

- Balok Bordes Tangga uk. 25/35* Beton K-350 0.31 M3 1,041,063.94 322,729.82

* Besi Beton 132 Kq/M3 40.43 Kg 11,051.72 446,820.86

28 * Bekisting 2.49 M2 98,121.48 244,322.48

Tangga Darurat As OB - 0- Kaki Tangga

* Beton K-350 0.17 M3 1,041,063.94 176,980.87

* Besi Beton 171 Kq/M3 28.73 Kg 11,051.72 317,515.79

* Bekisting 1.96 M2 99,267.32 194,563.95

- Pelat Tangga* Beton K-350 1.08 M3 1,041,063.94 1,124,349.06

* Besi Beton 148 Kq/M3 159.84 Kg 11,051.72 1,766,506.23

* Bekisting 7.20 M2 99,267.32 714,724.72

- Step Tangga* Beton K-350 0.64 M3 1,041,063.94 666,280.92

* Besi Beton 97 Kq/M3 61.66 Kg 11,051.72 681,448.79

* Bekisting 6.51 M2 99,267.32 646,230.26

- Bordes Tangga* Beton K-350 0.61 M3 1,041,063.94 635,049.01

* Besi Beton 150 Kg/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kg/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

29 Tangga Darurat As 12 - 14- Kaki Tangga

* Beton K-350 0.17 M3 1,041,063.94 176,980.87

* Besi Beton 171 Kg/M3 28.73 Kg 11,051.72 317,515.79

* Bekisting 1.96 M2 99,267.32 194,563.95


* Besi Beton 148 Kq/M3 159.84 Kg 11,051.72 1,766,506.23

* Bekisting 7.20 M2 99,267.32 714,724.72


* Besi Beton 97 Kq/M3 61.66 Kg 11,051.72 681,448.79

* Bekisting 6.51 M2 99,267.32 646,230.26


* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65




(Rp.)

JUMLAH HARGA

(Rp.) - Balok Bordes Tangga uk. 25/35

* Beton K-350 0.24 M3 1,041,063.94 249,855.35

* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

B. Lantai 2 Elevasi +3.15 613,653,768.01

1 Balok Type V1 uk 25 / 45 22.00 unit 2,595,035.27 57,090,775.94

2 Balok Type V1A uk 25 / 45 14.00 unit 1,334,539.47 18,683,552.63 -

3 Balok Type V5 uk 25 / 45 10.00 unit 2,109,433.36 21,094,333.62 -


5 Balok Type H1 uk 25 / 45 12.00 unit 3,810,801.70 45,729,620.34 -

6 Balok Type H1A uk 25 / 45 12.00 unit 1,937,109.49 23,245,313.82 -


8 Balok CG uk. 25/45 48.00 unit 557,285.65 26,749,711.30 -

9 Balok BL uk. 10/40 2.00 unit 486,703.21 973,406.43 -

10 Pelat Lantai Type P1 48.00 unit 2,860,753.92 137,316,188.37 -


12 Pelat Lantai Type P3 18.00 unit 876,790.32 15,782,225.72 -

13 Kolom K1 : 30 X 50 18.00 unit 1,890,923.31 34,036,619.58 -

14 Kolom K2 : 30 X 50 7.00 unit 2,530,470.88 17,713,296.16 -

15 Kolom K3 : 30 X 50 44.00 unit 1,808,999.31 79,595,969.75 -

16 Kolom KP : 12,5 X 20 42.00 unit 139,400.42 5,854,817.79 -

10 Tangga Utama- Pelat Tangga

* Beton K-350 1.53 M3 1,041,063.94 1,592,827.83

* Besi Beton 145 Kq/M3 221.85 Kg 11,051.72 2,451,823.12

* Bekisting 5.10 M2 99,267.32 506,263.34


* Besi Beton 68 Kq/M3 56.30 Kg 11,051.72 622,211.59

* Bekisting 10.68 M2 99,267.32 1,060,174.99


* Besi Beton 142 Kg/M3 142.39 Kg 11,051.72 1,573,653.79

* Bekisting 6.69 M2 99,267.32 664,098.38

- Balok Bordes Tangga uk. 25/35

* Beton K-350 0.31 M3 1,041,063.94 322,729.82

* Besi Beton 132 Kq/M3 40.43 Kg 11,051.72 446,820.86

* Bekisting 2.49 M2 98,121.48 244,322.48




(Rp.)

JUMLAH HARGA

(Rp.) 11 Tangga Darurat As OB - 0


* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

12 * Bekisting 2.57 M2 98,121.48 252,172.20

Tangga Darurat As 12 - 14- Pelat Tangga

* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

C. Lantai 3 Elevasi +5.95 600,161,721.83








8 Balok CG uk. 25/45 48.00 unit 557,285.65 26,749,711.30

- 9 Pelat Lantai Type P1 48.00 unit 2,917,582.93 140,043,980.47


- 11 Pelat Lantai Type P3 18.00 unit 876,790.32 15,782,225.72

- 12 Kolom K1 : 30 X 50 18.00 unit 1,749,461.35 31,490,304.29

- 13 Kolom K2 : 30 X 50 7.00 unit 2,325,856.26 16,280,993.81

- 14 Kolom K3 : 30 X 50 44.00 unit 1,615,041.70 71,061,834.91

- 15 Kolom KP : 12,5 X 20 42.00 unit 139,400.42 5,854,817.79




(Rp.)

JUMLAH HARGA

(Rp.) 10 Tangga Utama


* Besi Beton 145 Kq/M3 221.85 Kg 11,051.72 2,451,823.12

* Bekisting 5.10 M2 99,267.32 506,263.34


* Besi Beton 68 Kq/M3 56.30 Kg 11,051.72 622,211.59

* Bekisting 10.68 M2 99,267.32 1,060,174.99


* Besi Beton 142 Kq/M3 142.39 Kg 11,051.72 1,573,653.79

* Bekisting 6.69 M2 99,267.32 664,098.38


* Besi Beton 132 Kg/M3 40.43 Kg 11,051.72 446,820.86

* Bekisting 2.43 M2 98,121.48 238,435.19

11 Tangga Darurat As OB - 0- Pelat Tangga

* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kg/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

12 Tangga Darurat As 12 - 14- Pelat Tangga

* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kg/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

D. Lantai 4 Elevasi +8.75 600,161,721.83











(Rp.)

JUMLAH HARGA

(Rp.) 8 Balok CG uk. 25/45 48.00 unit 557,285.65 26,749,711.30



- 11 Pelat Lantai Type P3 18.00 unit 876,790.32 15,782,225.72

- 12 Kolom K1 : 30 X 50 18.00 unit 1,749,461.35 31,490,304.29

- 13 Kolom K2 : 30 X 50 7.00 unit 2,325,856.26 16,280,993.81

- 14 Kolom K3 : 30 X 50 44.00 unit 1,615,041.70 71,061,834.91

-

15 Kolom KP : 12,5 X 20 42.00 unit 139,400.42 5,854,817.79


* Beton K-350 1.53 M3 1,041,063.94 1,592,827.83

* Besi Beton 145 Kq/M3 221.85 Kg 11,051.72 2,451,823.12

* Bekisting 5.10 M2 99,267.32 506,263.34


* Besi Beton 68 Kq/M3 56.30 Kg 11,051.72 622,211.59

* Bekisting 10.68 M2 99,267.32 1,060,174.99


* Besi Beton 142 Kq/M3 142.39 Kg 11,051.72 1,573,653.79

* Bekisting 6.69 M2 99,267.32 664,098.38


* Besi Beton 132 Kg/M3 40.43 Kg 11,051.72 446,820.86

* Bekisting 2.43 M2 98,121.48 238,435.19

11 Tangga Darurat As 0B - 0- Pelat Tangga

* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kg/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65




(Rp.)

JUMLAH HARGA


* Beton K-350 0.24 M3 1,041,063.94 249,855.35

* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20


* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kg/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

E. Lantai 5 Elevasi +11.55 571,802,410.62








8 Balok CG uk. 25/45 48.00 unit 557,285.65 26,749,711.30 -



12 Pelat Lantai Type P3 18.00 unit 876,790.32 15,782,225.72 -

13 Kolom K3 : 30 X 50 69.00 unit 1,717,406.33 118,501,036.49 -

14 Kolom KP : 12,5 X 20 42.00 unit 139,400.42 5,854,817.79

F. LANTAI ATAP 370,597,947.20

1 Balok B2 uk. 25/45 18.00 unit 619,107.04 11,143,926.79

2 Balok B3 uk. 25/45 1.00 unit 3,486,455.30 3,486,455.30




(Rp.)

JUMLAH HARGA

(Rp.) 3 Balok B4 uk. 25/45 12.00 unit 2,056,581.90 24,678,982.76

4 Balok CG uk. 25/45 19.00 unit 882,142.03 16,760,698.63

5 Balok BC uk. 20/30 34.00 unit 459,976.65 15,639,206.03

6 Balok RB1 uk. 25/40 30.00 unit 1,466,370.13 43,991,103.79

7 Balok RB2 uk. 25/45 44.00 unit 1,467,135.28 64,553,952.17

8 Pelat Lantai Rooftank 34.00 unit 3,865,057.83 131,411,966.22

9 Pelat Lantai Rooftank 20.00 unit 1,571,752.41 31,435,048.23

10 Kolom K3 : 30 X 50 69.00 unit 398,501.55 27,496,607.29

G. Elevasi +15,27 dudukan kuda2 baja ringan 38,969,826.29

1 Balok RB3 uk. 15/25 52.00 unit 749,419.74 38,969,826.29

H. Pekerjaan Rangka Atap Baja Baja Ringan 133,404,298.57

1 Rangka Atap Baja Ringan 814.66 M2 161,494.68 131,563,259.18

2 Rangka Atap Baja Ringan canopy 11.40 M2 161,494.68 1,841,039.40

I. Pekerjaan Gorund Tank & Rumah Pom pa 188,488,693.63

1 Tiang pancang uk. 25 x 25 cm, pjg. 18 M : 8 titik 144.00 M1 236,470.83 34,051,800.00

2 Ongkos Pemancangan Tiang 144.00 M1 53,560.00 7,712,640.00

3 Pemotongan kepala tiang pancang 8.00 Titik 51,500.00 412,000.00 4 Pile Cap PI = 9 buah

- Beton K-350 1.45 M3 1,041,063.94 1,509,542.72

- Besi Beton 159 Kg/M3 230.87 Kg 11,051.72 2,551,509.59

- Bekisting 10.56 M2 82,181.57 867,837.36

5 Dinding Beton t = 20 cm- Beton K-350 23.59 M3 1,041,063.94 24,558,698.45

- Besi Beton 90 Kg/M3 2,123.14 Kg 11,051.72 23,464,339.59

- Bekisting 235.90 M2 105,300.30 24,840,341.14

6 Lantai Beton ground tank t = 25 cm- Beton K-350 10.00 M3 1,041,063.94 10,410,639.44

- Besi Beton 108 Kq/M3 1,080.00 Kg 11,051.72 11,935,852.91

7 - Bekisting 7.00 M2 96,426.75 674,987.22

Atap beton groundtank t = 10 cm- Beton K-350 5.00 M3 1,041,063.94 5,205,319.72

- Besi Beton 54 Kq/M3 270.00 Kg 11,051.72 2,983,963.23

- Bekisting 50.00 M2 96,426.75 4,821,337.27

8 Lantai kerja 5 cm 1:3:5 2.43 M3 707,462.07 1,719,132.83

9 Pasir urug 10 cm 4.86 M3 127,177.06 618,080.53

Rumah pompa -

10 Galian pondasi batu kali 20.00 m3 41,094.63 821,892.59

11 Urug kembali galian 14.60 m3 13,698.21 199,993.86

12 Lantai kerja 5 cm 1:3:5 1.00 M3 707,462.07 707,462.07

13 Pasir urug 10 cm 2.00 M3 127,177.06 254,354.13

14 Pasangan batu kali 1:4 5.40 M3 567,532.69 3,064,676.54 15 Atap beton rumah pompa t = 10 cm

- Beton K-350 2.50 M3 1,041,063.94 2,602,659.86

- Besi Beton 55 Kq/M3 137.50 Kg 11,051.72 1,519,610.90

16 - Bekisting 25.00 M2 96,426.75 2,410,668.64

Cor beton lantai pompa t = 10 cm- Beton K-350 2.50 M3 1,041,063.94 2,602,659.86

- Besi Beton 55 Kq/M3 137.50 Kg 11,051.72 1,519,610.90

- Bekisting 2.50 M2 96,426.75 241,066.86

17 Kolom 25x25 rumah pompa- Beton K-350 0.96 M3 1,041,063.94 999,421.39

- Besi Beton 228 Kq/M3 219.21 Kg 11,051.72 2,422,646.59

- Bekisting 15.40 M2 96,921.80 1,492,595.77

18 Balok 20x40 atap rumah pompa- Beton K-350 2.30 M3 1,041,063.94 2,394,447.07

- Besi Beton 183 Kg/M3 421.63 Kg 11,051.72 4,659,734.87

- Bekisting 22.80 M2 98,121.48 2,237,169.71

REKAPITULASIRENCANA ANGGARAN BIAYAPEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE TYPE - 24LOKASI : BANDA ACEH-NAD(2TB)ZONING :

2.2. PEKERJAAN ARSITEKTUR


A PEKERJAAN PASANGAN DAN PLESTERAN 2,280,858,484.21 A.1 LANTAI DASAR 245,010,935.00 A.2 LANTAI DUA 497,479,064.30 A.3 LANTAI TIGA 497,479,064.30 A.4 LANTAI EMPAT 497,479,064.30 A.5 LANTAI LIMA 501,372,860.47 A.6 LANTAI ATAP DAN ROOF TANK 42,037,495.84

B PEKERJAAN LANTAI 788,267,625.80 B.1 LANTAI DASAR 123,702,951.80 B.2 LANTAI DUA 133,270,443.67 B.3 LANTAI TIGA 132,621,581.10 B.4 LANTAI EMPAT 132,621,581.10 B.5 LANTAI LIMA 145,392,414.80 B.6 LANTAI ATAP DAN ROOF TANK 120,658,653.33

C PEKERJAAN KUSEN PINTU / JENDELA + ASSESORIES 1,350,864,016.02 C.1 LANTAI DASAR 130,641,789.39 C.2 LANTAI DUA 317,247,665.25 C.3 LANTAI TIGA 300,991,520.46 C.4 LANTAI EMPAT 300,991,520.46 C.5 LANTAI LIMA 300,991,520.46

D PEKERJAAN PENUTUPATAP 98,660,562.99 D.I LANTAI ATAP 98,660,562.99

E PEKERJAAN SANITAIR 133,070,494.83 E.1 LANTAI DASAR 10,765,495.17 E.2 LANTAI DUA 30,576,249.91 E.3 LANTAI TIGA 30,576,249.91 E.4 LANTAI EMPAT 30,576,249.91 E.5 LANTAI LIMA 30,576,249.91

F PEKERJAAN PLAFOND 66,786,818.64 F.I LANTAI LIMA 66,786,818.64

G PEKERJAAN PENGECATAN 250,358,662.13 G.1 LANTAI DASAR 34,643,706.93 G.2 LANTAI DUA 48,961,162.32 G.3 LANTAI TIGA 48,961,162.32 G.4 LANTAI EMPAT 48,961,162.32 G.5 LANTAI LIMA 56,748,730.13 G.6 LANTAI ATAP DAN ROOF TANK 12,082,738.10

H PEKERJAAN ENTRANCE 47,684,605.76 H.I PEKERJAAN PASANGAN + PENGECATAN 35,778,280.12 H.2 PEKERJAAN ATAP CANOPY 11,906,325.64

I PEKERJAAN CEROBONG SAM PAH 38,229,595.38 38,229,595.38

J PEKERJAAN GROUND TANK DAN R. POMPA DI LUAR BANGUNAN 90,860,804.35 90,860,804.35

REKAPITULASIRENCANA ANGGARAN BIAYAPEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE TYPE - 24LOKASI : BANDA ACEH-NAD(2TB)ZONING :



K PEK. PERKERASAN DI DALAM & KELILING BAGIAN LUAR BANG. 56,540,407.45 K.1 PEKERJAAN PERKERASAN DI DALAM BANGUNAN 51,389,677.30 K.2 PEKERJAAN PERKERASAN/JALAN MASUK KE BANGUNAN 5,150,730.14

L PEKERJAAN DRAINASE 84,462,393.00 I.1 DRAINASE DALAM BANGUNAN 31,112,143.15 I.2 DRAINASE LUAR/SEKELILING BANGUNAN 47,197,289.29 I.3 BAKKONTROL 6,152,960.56

M PEKERJAAN TANAMAN DAN POT + DRAIN 40,435,258.95 M.1 LANTAI DASAR 2,710,688.27 M.2 LANTAI DUA 9,431,142.67 M.3 LANTAI TIGA 9,431,142.67 M.4 LANTAI EMPAT 9,431,142.67 M.5 LANTAI LIMA 9,431,142.67

SUBTOTAL : 5,327,079,729.52

BILL QUANTITYPEKERJAAN PEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BAN DA ACEH - NAD (2 TB )ZONE 5 - 6


NO. JENIS PEKERJAAN VOL. SAT. HARGA SATUAN (Rp.) JUMLAH HARGA (Rp.)

A. PEKERJAAN PASANGAN DAN PLESTERAN SUB TOTAL 2,280,858,484.21

A.1 LANTAI DASAR 245,010,935.00

1 Pasangan dinding batako 1:4 termasuk tangga & dind shaft 604.29 M2 80,026.38 48,359,143.31

2 Plester + aci dinding batako exterior/dind. Terluar 193.68 M2 67,118.11 12,999,436.21

3 Plester + aci dinding batako interior/dind. Bag dalam 904.47 M2 63,101.97 57,073,840.04

4 Kolom praktis & balok praktis 10/10 termasuk opening kusen aluminium 7.63 M3 4,527,389.46 34,543,981.60

5 Perapihan kolom beton (Kl, K2, dan K3) 132.48 M2 14,419.17 1,910,251.40

6 Perapihan pelat beton bawah tangga + bordes 28.10 M2 14,419.17 405,178.63

7 Perapihan balok beton + balok corridor/selasar + balok tangga 413.70 M2 14,419.17 5,965,209.89

8 Perapihan pelat beton hunian + corridor/selasar 758.20 M2 14,419.17 10,932,613.33

9 Perapihan canopy hunian + pelat bak bunga 195.64 M2 14,419.17 2,820,966.07

10 Pas. besi Black Steel railling tga darurat dia. 2 1/2" finish cat.(terpasang) 10.86 M1 403,736.71 4,384,580.67

11 Pas. besi Black Steel railling tangga utama dia.2 1/2" finish cat. (terpasang) 16.07 M1 403,736.71 6,488,048.93

12 Pasang dudukan railling tangga Utama dan darurat 47.00 Unit 17,303.00 813,241.09 13 Pas. Keramik 20x20 dinding km/we ( hunian T = 1.6 m, toilet umum T = 1.4 m ) 82.64 M2 160,508.41 13,264,415.23

14 Pas. Keramik 20x20 dinding pantry T = 0.6 m dan janitor T = 0.8 m 8.32 M2 160,508.41 1,335,429.99

15 Pas. Plint Keramik 10x30 dinding corridor/selasar 226.95 M1 75,558.36 17,147,970.70

16 Tralis sunscreen aluminium jalusi corridor/selasar:- Panjang 4.23 cm 4.00 Unit 609,930.82 2,439,723.26 - Panjang 4.40 cm 12.00 Unit 634,443.40 7,613,320.81 - Panjang 3.70 cm 6.00 Unit 533,509.22 3,201,055.34 - Panjang 2.60 cm 8.00 Unit 374,898.37 2,999,186.99 - Panjang 2.30 cm 2.00 Unit 331,640.87 663,281.74

17 Tralis sunscreen hollow T.jemur 3.00 Unit 865,150.09 2,595,450.28 18 Dinding Shear Wall :

- Perapihan dinding shear wall 115.56 M2 14,419.17 1,666,279.08

19 Bak Sampah :- Pasangan dind batako 1 : 4 13.68 M2 80,026.38 1,094,760.93

- Plester + aci dinding batako exterior/did terluar 7.36 M2 67,118.11 493,989.31

- Plester + aci dinding batako interior/did dalam 19.99 M2 63,101.97 1,261,408.41

- Kolom praktis & balok praktis 10/10 0.15 M3 4,527,389.46 679,108.42

- Perapihan pelat 8.93 M2 14,419.17 128,763.17

20 Pas. Besi Stainless steel hand raill toilet difable dia. 1,5" 2.00 unit 865,150.09 1,730,300.18

A.2 LANTAI DUA 497,479,064.30

1 Pasangan dinding batako 1:4 termasuk tangga & dind shaft 1,269.97 M2 80,026.38 101,631,106.30


3 Plester + aci dinding batako interior/dind. Bag dalam 1,724.24 M2 63,101.97 108,802,943.11






9 Perapihan canopy pelat hunian 195.64 M2 14,419.17 2,820,966.07



12 Pas. besi Black Steel railling corridor/selasar dia.2 1/2 " finish cat. (terpasang) 108.30 M1 403,736.71 43,724,685.66

13Pas. besi BS railling corridor/selasar dia.2 1/2 ", 2", 1" finish cat as 0A/BC & as 13/BC

(termasuk kaki terpasang)4.00 Unit

432,575.05 1,730,300.18

14 Pasang dudukan railling tangga Utama, darurat dan selasar 95.00 Unit 17,303.00 1,643,785.18

15 Pas. Keramik 20x20 dinding km/we T = 1.6 m 192.91 M2 160,508.41 30,963,677.91




19 Tralis sunscreen hollow T.jemur 24.00 Unit 865,150.09 20,763,602.21 20 Pas. Besi Stainless steel hand raill toilet difable dia. 1,5" 2.00 unit 865,150.09 1,730,300.18




21Pas. besi BS railling corridor/selasar dia.2 1/2 ", 2", 1" finish cat as OA/BC & as 13/BC

(termasuk kaki terpasang)8.00 unit

432,575.05 3,460,600.37

A.3 LANTAI TIGA 497,479,064.30


2 Plester + aci dinding batako exterior/dind. Terluar 542.11 M2 67,118.11 36,385,400.48 3 Plester + aci dinding batako interior/dind. Bag dalam 1,724.24 M2 63,101.97 108,802,943.11










13 Pas. besi BS railling corridor/selasar dia.2 1/2 ", 2", 1" finish cat as OA/BC & as 13/BC


432,575.05 1,730,300.18

14 Pasang dudukan railling tangga Utama, darurat dan selasar 95.00 Unit 17,303.00 1,643,785.18 15 Pas. Keramik 20x20 dinding km/we T = 1.6 m 192.91 M2 160,508.41 30,963,677.91




19 Tralis sunscreen hollow T.jemur 24.00 Unit 865,150.09 20,763,602.21 20 Pas. Besi Stainless steel hand raill toilet difable dia. 1,5" 2.00 unit 865,150.09 1,730,300.18 21 Pas. besi BS railling corridor/selasar dia.2 1/2 ", 2", 1" finish cat as OA/BC & as 13/BC


432,575.05 3,460,600.37

A.4 LANTAI EMPAT 497,479,064.30













13Pas. besi BS railling corridor/selasar dia.2 1/2 ", 2", 1" finish cat as OA/BC & as 13/BC


432,575.05 1,730,300.18

14 Pasang dudukan railling tangga Utama, darurat dan selasar 95.00 Unit 17,303.00 1,643,785.18 15

16Pas. Keramik 20x20 dinding km/we T = 1.6 m 192.91 M2 160,508.41 30,963,677.91




19 Tralis sunscreen hollow T.jemur 24.00 M2 865,150.09 20,763,602.21

20 Pas. Besi Stainless steel hand raill toilet difable dia. 1,5" 2.00 unit 865,150.09 1,730,300.18

21Pas. besi BS railling corridor/selasar dia.2 1/2 ", 2", 1" finish cat as 0A/BC & as 13/BC


432,575.05 3,460,600.37




A.5 LANTAI LIMA 501,372,860.47






6 Perapihan balok beton 225.24 M2 14,419.17 3,247,773.45

7 Perapihan pelat beton corridor/selasar + pelat canopy 593.14 M2 14,419.17 8,552,585.43




11 Pas. besi BS railling corridor/selasar dia.2 1/2 ", 2", 1" finish cat as 0A/BC & as 13/BC


432,575.05 1,730,300.18

12 Pasang dudukan railling selasar 57.00 Unit 17,303.00 986,271.11 13 Pas. Keramik 20x20 dinding km/we T = 1.6 m 192.91 M2 160,508.41 30,963,677.91




17 Tralis sunscreen hollow T.jemur 24.00 Unit 865,150.09 20,763,602.21 18 Pas. Besi Stainless steel hand raill toilet difable dia. 1,5" 2.00 Unit 865,150.09 1,730,300.18 19 Pas. besi BS railling corridor/selasar dia.2 1/2 ", 2", 1" finish cat as 0A/BC & as 13/BC


432,575.05 3,460,600.37

20 Tangga Monyet dari It. 5 ke It. Atap (model gantung lengkap terpasang) 1.00 Unit 2,883,833.64 2,883,833.64

A.6 LANTAI ATAP DAN ROOF TANK 42,037,495.84

1 Pasangan dinding batako 1:4 ( T = 0.42 M pada atap dan 0.65 M pada roof tank) 128.91 M2 80,026.38 10,316,201.10

2 Plester + aci dinding batako bag. Luar 151.47 M2 67,118.11 10,166,380.64

3 Kolom praktis & balok praktis 10/10 atap dan roof tank 1.31 M3 4,527,389.46 5,930,880.20

4 Perapihan kolom beton (K4) di roof tank 5.67 M2 14,419.17 81,756.68

5 Perapihan ring balok beton 92.52 M2 14,419.17 1,334,061.44

6 Perapihan pelat dak beton atap dan roof tank 725.37 M2 14,419.17 10,459,232.04

7 Tangga Monyet menuju ke Roof Tank + cat ( model gantung lengkap terpasang ) 1.00 Unit 2,883,833.64 2,883,833.64 8 Main Hole penutup tangga ke roof tank 1.00 Unit 865,150.09 865,150.09

B. PEKERJAAN LANTAI SUB TOTAL 788,267,625.80

B.I LANTAI DASAR 123,702,951.80

1 Pasang keramik lantai termasuk selasar 30x30 725.25 M2 138,809.29 100,671,441.15 2 Pasang keramik tangga 30x30 48.60 M2 138,809.29 6,746,131.73

3 Pasang lantai keramik km/we 20x20 ad. 5 cm (kasar) 32.36 M2 125,533.28 4,062,256.89

4 Waterproofing (liquid/coating) daerah km/we + T. Jemur + R. Janitor, T = 45 cm 88.52 M2 51,909.01 4,594,985.17

5 Pasang keramik lantai motif di entrance 48.60 M2 138,809.29 6,746,131.73

6 Screed lantai R. Genset 1:3, t=3.5 cm + aci 24.30 M2 36,296.51 882,005.12

B.2 LANTAIDUA 133,270,443.67


2 Pasang keramik lantai hunian termasuk selasar 30x30 745.11 M2 138,809.29 103,428,193.75

3 Pasang keramik tangga 30x30 45.72 M2 138,809.29 6,346,360.96


5 Waterproofing (1 quid) daerah canopy hunian + bak bunga 89.53 M2 51,909.01 4,647,413.27

6 Water proofing (liquid) L = 10 cm di sekeliling gutter di corridor/selasar 17.00 M2 51,909.01 882,453.09




B.3 LANTAI TIGA 132,621,581.10





5 Waterproofing (liquid) daerah canopy hunian + bak bunga 77.03 M2 51,909.01 3,998,550.70


B.4 LANTAIEMPAT 132,621,581.10







B.5 LANTAI LIMA 145,392,414.80






B.6 LANTAI ATAP DAN ROOF TANK 120,658,653.33

1 Screed lantai 1:3, t=3.5 cm + aci daerah dak beton dan R. Roof Tank 725.37 M2 36,296.51 26,328,397.26

2 Waterproofing (membrane) daerah canopy dak beton 773.46 M2 109,585.68 84,760,138.78

3 Waterproofing (membrane) daerah dak roof tank 87.33 M2 109,585.68 9,570,117.29

C. PEKERJAAN KUSEN PINTU / JENDELA + ASSESORIES SUB TOTAL 1,350,864,016.02

C.I LANTAI DASAR 130,641,789.39

1 Kusen C Kanal + Daun Pintu Plat Besi (terpasang) type PSS 2.00 Unit 6,344,000.00 12,688,000.00 2 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PJ1 4.00 Unit 1,200,943.68 4,803,774.73 3 Kusen Aluminium + Daun Pintu Aluminium Kaca (terpasang) type PS2 1.00 Unit 2,049,828.95 2,049,828.95 4 Kusen Aluminium + Daun Pintu Aluminium Strip (terpasang) type PS3 2.00 Unit 779,788.62 1,559,577.23 5 Kusen Aluminium + Daun Pintu Calsiumboard (terpasang) type PI 2.00 Unit 1,915,749.91 3,831,499.83 6 Kusen Aluminium + Daun Pintu Calsiumboard (terpasang) type P2 4.00 Unit 346,000.00 1,384,000.00 7 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PJ2 1.00 Unit 2,420,632.28 2,420,632.28 8 Kusen Aluminium + Daun Pintu Aluminium + Partisi (terpasang) type PP 1.00 Unit 2,848,554.74 2,848,554.74 9 Kusen Aluminium + Daun Pintu Aluminium + Partisi (terpasang) type PPA 2.00 Unit 2,938,626.48 5,877,252.96

10 Kusen Aluminium + Daun jendela (terpasang) type Jl 3.00 Unit 1,607,564.22 4,822,692.67 11 Kusen Aluminium + Daun jendela (terpasang) type J2 3.00 Unit 2,059,518.63 6,178,555.90 12 Kusen Aluminium + Daun jendela bouvenligh (terpasang) type BV 8.00 Unit 210,404.50 1,683,236.02 13 Kusen Aluminium + Daun Pintu Calsiumboard (terpasang) type P1A 2.00 Unit 1,997,977.62 3,995,955.25 14 Kusen Aluminium + Daun Pintu Calsiumboard (terpasang) type P2A 2.00 Unit 433,000.00 866,000.00 15 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PJ2A 2.00 Unit 2,676,601.36 5,353,202.71 16 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PJ3 1.00 Unit 4,126,669.81 4,126,669.81 17 Kusen Aluminium + Daun Pintu Calsiumboard (terpasang) type P4 1.00 Unit 2,975,808.71 2,975,808.71 18 Kusen Aluminium + Daun jendela (terpasang) type J3 11.00 Unit 2,198,173.35 24,179,906.90 19 Kusen Aluminium + Louver aluminium (terpasang) type JL 1.00 Unit 367,977.17 367,977.17 20 Kusen Rangka CNP + Daun Pintu Plat Baja T = 1,5 mm (terpasang) type P3 1.00 Unit 6,344,000.00 6,344,000.00

21 Kusen Rangka Besi Siku + Daun Pintu Double Plat Baja T=l,5 mm (terpasang) type P5 1.00 Unit 3,461,000.00 3,461,000.00




22 Pasang Glass Block Tangga Darurat @ 1 unit = 4 buah glass block 4.00 Unit 123,000.00 492,000.00 23 Pasang Penutup Shaft Hunian (terpasang) 24.00 Unit 845,000.00 20,280,000.00 24 Pasang Pintu Pipa Hollow pada daerah Parkir Motor (terpasang) 4.00 Unit 692,120.07 2,768,480.30 25 Pasang Pintu Pipa Hollow pada daerah Tangga Darurat (terpasang) 2.00 Unit 2,641,591.62 5,283,183.23

26 Pasang Pintu Pipa Hollow pada daerah mushola (terpasang) 2.00 Unit 1,038,180.11 2,076,360.22

C.2 LANTAI DUA 317,247,665.25

1 Kusen Aluminium + Daun Pintu Aluminium Strip (terpasang) type JS 2.00 Unit 203,021.89 406,043.78 2 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PJ1 1.00 Unit 1,200,943.68 1,200,943.68 3 Kusen Aluminium + Daun Pintu Aluminium Kaca (terpasang) type PS2 2.00 Unit 2,049,828.95 4,099,657.90 4 Kusen Aluminium + Daun Pintu Aluminium Strip (terpasang) type PS3 24.00 Unit 779,788.62 18,714,926.80 5 Kusen Aluminium + Daun Pintu Calsiumboard (terpasang) type PI 24.00 Unit 1,915,749.91 45,977,997.92 6 Kusen Aluminium + Daun Pintu Calsiumboard (terpasang) type P2 24.00 Unit 346,000.00 8,304,000.00 7 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PJ2 24.00 Unit 2,420,632.28 58,095,174.76 8 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PP 24.00 Unit 2,848,554.74 68,365,313.82 9 Kusen Aluminium + Daun jendela (terpasang) type Jl 24.00 Unit 1,607,564.22 38,581,541.39

10 Kusen Aluminium + Daun jendela (terpasang) type J2 24.00 Unit 2,059,518.63 49,428,447.19 11 Kusen Aluminium + Daun jendela bouvenligh (terpasang) type BV 4.00 Unit 210,404.50 841,618.01 12 Pasang Glass Block Tangga Darurat @ 1 unit = 4 buah glass block 24.00 Unit 123,000.00 2,952,000.00 13 Pasang Penutup Shaft Hunian (terpasang) 24.00 Unit 845,000.00 20,280,000.00

C.3 LANTAI TIGA 300,991,520.46


10 Kusen Aluminium + Daun jendela (terpasang) type J2 24.00 Unit 2,059,518.63 49,428,447.19 11 Kusen Aluminium + Daun jendela bouvenligh (terpasang) type BV 24.00 Unit 210,404.50 5,049,708.06 12 Pasang Glass Block Tangga Darurat @ 1 unit = 4 buah glass block 4.00 Unit 123,000.00 492,000.00 13 Pasang Penutup Shaft Hunian (terpasang) 24.00 Unit 845,000.00 20,280,000.00

C.4 LANTAI EMPAT 300,991,520.46



C.5 LANTAI LIMA 300,991,520.46






D. PEKERJAAN PENUTUP ATAP SUB TOTAL 98,660,562.99

D.I LANTAI ATAP 98,660,562.99

1 Atap genteng metal T=0.35 MM 814.60 M2 92,282.68 75,173,468.28

2 Nok genteng (termasuk jurai) 127.36 M1 63,444.34 8,080,271.15

3 Papan lisplang 3/30 242.84 M1 63,444.34 15,406,823.55

E. PEKERJAAN SANITAIR SUB TOTAL 133,070,494.83

E.I LANTAI DASAR 10,765,495.17

1 Pasang closet jongkok type leher angsa (standart) 4.00 Buah 173,030.02 692,120.07 2 Pasang closet duduk (standart) 2.00 Buah 1,254,813.69 2,509,627.39 3 Pasang urinoir muslim (standart) 2.00 Buah 1,059,751.19 2,119,502.37 4 Pasang wastafel (standart) 2.00 Buah 588,763.48 1,177,526.95 5 Pasangan peninggian closet toilet umum 3.00 Buah 57,676.67 173,030.02 6 Pasangan peninggian closet hunian 1.00 Buah 57,676.67 57,676.67 7 Pasang floor drain 14.00 Buah 57,676.67 807,473.42 8 Pasang kran 14.00 Buah 34,606.00 484,484.05 9 Pasang kran type double 3.00 Buah 86,515.01 259,545.03

10 Meja dapur beton dilapis keramik + kitchen zink + kran (terpasang) 3.00 Buah 727,043.30 2,181,129.90

11 Pasang besi Black Steel (unt. Pegangan penyandang cacat) dia. 2 1/2 " finish cat. 0.80 M1 184,565.35 147,652.28

12 Pasangan tanggulan kamar mandi (1:2:3) termasuk perapihan 1.00 Buah 38,931.75 38,931.75 13 Pas. Peninggian lantai pipa air buangan di pantry (1:2:3) termasuk perapihan 3.00 Buah 38,931.75 116,795.26

E.2 LANTAI DUA 30,576,249.91

1 Pas. Floor drain pada daerah corridor/selasar 12.00 Unit 57,676.67 692,120.07 2 Pasang closet jongkok type leher angsa (standart) 24.00 Buah 173,030.02 4,152,720.44 3 Pasangan peninggian closet hunian 24.00 Buah 57,676.67 1,384,240.15 4 Meja dapur beton dilapis keramik + kitchen zink + kran (terpasang) 24.00 Buah 727,043.30 17,449,039.18 5 Pasang floor drain hunian + R. Janitor 50.00 Buah 57,676.67 2,883,833.64 6 Pasang kran di janitor 2.00 Buah 34,606.00 69,212.01 7 Pasang kran type double 24.00 Buah 86,515.01 2,076,360.22 8 Pasangan tanggulan kamar mandi (1:2:3) termasuk perapihan 24.00 Buah 38,931.75 934,362.10 9 Pas. Peninggian lantai pipa air buangan di pantry (1:2:3) termasuk perapihan 24.00 Buah 38,931.75 934,362.10

E.3 LANTAI TIGA 30,576,249.91


E.4 LANTAIEMPAT 30,576,249.91

1 Pas. Floor drain pada daerah corridor/selasar 12.00 Unit 57,676.67 692,120.07 2 Pasang closet jongkok type leher angsa (standart) 24.00 Buah 173,030.02 4,152,720.44 3 Pasangan peninggian closet hunian 24.00 Buah 57,676.67 1,384,240.15 4 Meja dapur beton dilapis keramik + kitchen zink + kran (terpasang) 24.00 Buah 727,043.30 17,449,039.18 5 Pasang floor drain hunian + R. Janitor 50.00 Buah 57,676.67 2,883,833.64 6 Pasang kran di janitor 2.00 Buah 34,606.00 69,212.01




7 Pasang kran type double 24.00 Buah 86,515.01 2,076,360.22 8 Pasangan tanggulan kamar mandi (1:2:3) termasuk perapihan 24.00 Buah 38,931.75 934,362.10 9 Pas. Peninggian lantai pipa air buangan di pantry (1:2:3) termasuk perapihan 24.00 Buah 38,931.75 934,362.10

E.5 LANTAI LIMA 30,576,249.91


PEKERJAAN PLAFOND SUB TOTAL 66,786,818.64

F.I LANTAI LIMA 66,786,818.64

1 Penutup plafond Calsiumboard + rangka 577.29 M2 92,282.68 53,273,866.32

2 List plafond 5/5 780.96 M1 17,303.00 13,512,952.32

G. PEKERJAAN PENGECATAN SUB TOTAL 250,358,662.13

G.I LANTAI DASAR 34,643,706.93

1 Cat dinding bag. Luar (exterior) 193.68 M2 20,186.84 3,909,786.30 2 Cat dinding bag. Dalam (interior) 904.47 M2 10,958.57 9,911,695.85 3 Cat kolom utama 132.48 M2 10,958.57 1,451,791.07

4 Cat balok beton + balok corridor + pelat bawah tangga 441.80 M2 10,958.57 4,841,495.27

5 Cat canopy hunian + pelat bak bunga 195.64 M2 20,186.84 3,949,352.49

6 Cat plafond expose hunian dan corridor/selasar 758.20 M2 10,958.57 8,308,786.13

7 Dinding Shear Wall :- Cat dinding exterior/dind terluar 54.54 M2 20,186.84 1,100,990.01

- Cat dinding interior/dind dalam 61.02 M2 10,958.57 668,691.81

8 Bak Sampah :- Cat dinding exterior/dind terluar + pelat bag terluar 11.22 M2 20,186.84 226,496.29

- Cat dinding interior/dind dalam + pelat bag dalam + balok bak sampah 25.06 M2 10,958.57 274,621.71

G.2 LANTAI DUA 48,961,162.32

1 Cat dinding bag. Luar (exterior) 542.11 M2 20,186.84 10,943,485.39

2 Cat dinding bag. Dalam (interior) 1,724.24 M2 10,958.57 18,895,201.00 3 Cat kolom utama 115.92 M2 10,958.57 1,270,317.18




G.3 LANTAI TIGA 48,961,162.32


2 Cat dinding bag. Dalam (interior) 1,724.24 M2 10,958.57 18,895,201.00

3 Cat kolom utama 115.92 M2 10,958.57 1,270,317.18


5 Cat canopy hunian + pelat bak bunga 195.64 M2 20,186.84 3,949,352.49 6 Cat plafond expose hunian dan corridor/selasar 834.65 M2 10,958.57 9,146,568.64




G.4 LANTAI EMPAT 48,961,162.32



3 Cat kolom utama 115.92 M2 10,958.57 1,270,317.18




G.5 LANTAI LIMA 56,748,730.13



3 Cat kolom utama 124.20 M2 10,958.57 1,361,054.13

4 Cat balok beton + ring balok 225.24 M2 10,958.57 2,468,307.82

5 Cat plafond calsiumboard 577.29 M2 10,958.57 6,326,271.63

6 Cat list plafond kayu 780.96 M2 10,958.57 8,558,203.14

7 Cat plafond expose corridor/selasar + pelat canopy 593.14 M2 10,958.57 6,499,964.93

G.6 LANTAI ATAP DAN ROOF TANK 12,082,738.10


2 Cat kolom utama 5.67 M2 10,958.57 62,135.08

3 Cat ring balok 92.52 M2 10,958.57 1,013,886.70

4 Cat pelat beton 725.37 M2 10,958.57 7,949,016.35

H. PEKERJAAN ENTRANCE SUB TOTAL 47,684,605.76

H.I PEKERJAAN PASANGAN + PENGECATAN 35,778,280.12

1 Pasangan dinding batako entrance +tangga entrance depan & belakang + dind ramp T

= 30 cm50.51 M2 80,026.38 4,042,132.63

2 Kolom praktis dan balok praktis 11/11 0.24 M3 4,527,389.46 1,086,573.47

3 Plester + aci dinding batako entrance + ramp + tangga entrance depan belakang 64.66 M2 67,118.11 4,339,857.22

4 Perapihan balok 13.72 M2 14,419.17 197,830.99

5 Cat dinding + balok 78.38 M2 20,186.84 1,582,244.17


7 Pasang lantai keramik penyandang cacat 10.24 M2 138,809.29 1,421,407.18

8 Pasang Batu Tempel di kolom dan dinding entrance 9.08 M2 201,868.35 1,832,964.66

9 Pelat Wire Mesh MS 10 cm (Ramp)- Beton K-250 0.77 M3 891,061.99 689,681.98

- Besi M5 32 Kg/M3 24.77 M3 11,051.72 273,728.89

10 Pasir urug t = 10 cm di bawah Wire Mesh (Ramp) 0.77 M3 127,177.06 98,435.05

11 Pas. besi BS railling ramp penyandang cacat dia. 2 1/2 " finish cat.(termasuk kaki T =

60 cm)38.28 M1 403,736.71 15,455,041.25




H.2 PEKERJAAN ATAP CANOPY 11,906,325.64

1 Pasangan dinding batako parapet T = 30 cm 2.82 M2 80,026.38 225,674.40

2 Kolom praktis dan balok praktis 11/11 0.23 M3 4,527,389.46 1,041,299.58

3 Plester + aci dinding batako parapet 7.04 M2 67,118.11 472,511.52

4 Perapihan pelat dak beton 13.57 M2 14,419.17 195,668.11

5 Waterproofing (membrane) daerah dak beton canopy entrance 16.08 M2 109,585.68 1,762,137.71

6 Cat dinding parapet + pelat dak beton 20.61 M2 20,186.84 416,050.68

7 Atap genteng metal T=0.35 MM 11.40 M2 92,282.68 1,052,022.51

8 Nok genteng (termasuk jurai) 3.84 M1 63,444.34 243,626.27

9 Wall flassing 14.31 M1 86,515.01 1,238,029.78

10 Papan lisplang 3/30 16.10 M1 63,444.34 1,021,453.88

11 Plafond Expose GRC T = 6 MM 37.68 M2 92,282.68 3,477,211.25

12 Cat Plafond GRC 37.68 M2 20,186.84 760,639.96

I. PEKERJAAN CEROBONG SAMPAH 38,229,595.38

1 Cerobong sampah buis beton dia 80 cm + cat luar + dudukan + Vent, terpasang 2.00 unit 19,114,797.69 38,229,595.38

J. PEKERJAAN GROUND TANK DAN R. POMPA DI LUAR BANGUNAN SUB TOTAL 90,860,804.35

1 Pasangan dinding bata 60.20 M2 96,703.02 5,821,521.61

2 Kolom praktis 10/10 & balok praktis 10/20 0.22 M3 4,527,389.46 996,025.68


4 Plester + aci dinding batako interior/dind. Bag dalam 60.20 M2 63,101.97 3,798,738.68

5 Perapihan kolom 20x20 2.24 M2 14,419.17 32,298.94

6 Perapihan balok 20/40 19.18 M2 14,419.17 276,559.65

7 Perapihan dinding bagian luar ground tank 107.74 M2 14,419.17 1,553,521.18

8 Perapihan pelat + canopy + dak beton 192.16 M2 14,419.17 2,770,787.36

9 Screed lantai 1:3 tebal 3,5 cm termasuk aci di R. Pompa 20.58 M2 36,296.51 746,982.11


11 Cat dinding bag. Dalam (interior) 60.20 M2 10,958.57 659,705.78

12 Cat plafond expose 49.78 M2 10,958.57 545,517.51

13 Cat canopy + dak beton 142.38 M2 20,186.84 2,874,201.64

14 Waterproofing (membrane) dak beton 101.80 M2 109,585.68 11,155,822.06

15 Kusen Aluminium + Louver aluminium (terpasang) type JL 4.00 Unit 367,977.17 1,471,908.69 16 Kusen Rangka CNP + Daun Pintu Plat Baja T = 1,5 mm (terpasang) type P3 1.00 Unit 6,344,000.00 6,344,000.00

17 R. GWT :- Pasang lantai keramik 20x20 ad.5 cm (kasar) 31.00 M2 125,533.28 3,891,531.63

- Pasang keramik dinding 20x20, T = 2,50 cm 126.95 M2 160,508.41 20,376,543.00

- Waterproofing (membrane) lantai dan dinding luar dalam 183.55 M2 109,585.68 20,114,451.26

18 Tangga Monyet + cat ( model gantung lepas terpasang ) 1.00 buah 2,883,833.64 2,883,833.64 19 Manhole 3.00 buah 484,484.05 1,453,452.15

K. PEK. PERKERASAN DI DALAM & KELILING BAGIAN LUAR BANG. SUB TOTAL 56,540,407.45

K.1 PEKERJAAN PERKERASAN DI DALAM BANGUNAN 51,389,677.30

1 Pasir urug t = 7 cm 35.82 M2 127,177.06 4,555,482.42

2 Paving blok t = 6 cm (standart) dalam bangunan - M2 169,099.35 -

3 Pasangan bata untuk tanggulan rumput taman dalam bangunan 259.94 M2 59,599.23 15,492,223.48

4 Rabat beton + Wire Mesh MS 10 cm (Perkerasan)- Beton K-250 25.18 M3 891,061.99 22,436,941.00

- Besi M5 32 Kg/M3 805.76 kg 11,051.72 8,905,030.41




K.2 PEKERJAAN PERKERASAN/JALAN MASUK KE BANGUNAN 5,150,730.14

1Screed lantai 1:3 tebal 3,5 cm termasuk aci (Ramp di R. Panel, Parkir motor & Bak

Sampah)29.69 M2 36,296.51 1,077,643.29

2 Pelat Wire Mesh MS 10 cm (Ramp)- Beton K-250 2.97 M3 891,061.99 2,645,563.06

- Besi M5 32 Kg/M3 95.00 M3 11,051.72 1,049,935.09

3 Pasir urug t = 10 cm di bawah Wire Mesh (Ramp) 2.97 M3 127,177.06 377,588.70

L. PEKERJAAN DRAINASE SUB TOTAL 84,462,393.00

L.1 DRAINASE DALAM BANGUNAN 31,112,143.15

1 Pasangan bata saluran 150.92 M2 96,703.02 14,594,419.28

2 Plester + aci saluran 150.92 M2 67,118.11 10,129,465.68

3 Lantai kerja ad. 1:3:5, t = 5 cm 2.70 M3 707,462.07 1,910,147.59

4 Pasir urug t = 5 cm 2.70 M3 127,177.06 343,378.07

5 Penutup saluran dengan grill uk. 40 x 100 di area void lantai dasar 4.00 Unit 403,736.71 1,614,946.84

6 Galian tanah saluran 55.65 M3 41,094.63 2,286,916.13

7 Urugan tanah kembali 17.00 M3 13,698.21 232,869.57

L.2 DRAINASE LUAR/SEKELILING BANGUNAN 47,197,289.29

1 Pasangan bata saluran 247.33 M2 96,703.02 23,917,557.12

2 Plester + aci 247.33 M2 67,118.11 16,600,323.00

3 Lantai kerja ad. 1:3:5, t = 5 cm 3.86 M3 707,462.07 2,730,803.59

4 Pasir urug t = 5 cm 3.86 M3 127,177.06 490,903.47

5 Galian tanah gorong-gorong 3.24 M3 41,094.63 133,146.60

6 Galian tanah saluran 74.20 M3 41,094.63 3,049,221.50


L.3 BAK KONTROL 6,152,960.56

1 Pasangan bata Bak Kontrol ( 8 unit BK ) 35.20 M2 96,703.02 3,403,946.19

2 Plester + aci 35.20 M2 67,118.11 2,362,557.59

3 Pasir urug t = 5 cm 0.40 M3 127,177.06 50,870.83

4 Lantai kerja ad. 1:3:5 t = 5 cm 0.40 M3 707,462.07 282,984.83

5 Galian tanah 1.21 M3 41,094.63 49,724.50


M. PEKERJAAN TANAMAN DAN POT + DRAIN SUB TOTAL 40,435,258.95

M.I LANTAI DASAR 2,710,688.27

1 Tanaman rumput 156.66 M2 17,303.00 2,710,688.27




M.2 LANTAI DUA 9,431,142.67

1 Pemasangan Pot tanaman uk. 90x25 28.00 Bh 316,227.71 8,854,375.94 2 Pemasangan pipa 1/2 inc menuju roof drain 100.00 m' 5,767.67 576,766.73

M.3 LANTAI TIGA 9,431,142.67


M.4 LANTAIEMPAT 9,431,142.67


M.5 LANTAI LIMA 9,431,142.67


REKAPITULASIRENCANA ANGGARAN BIAYAPEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE TYPE - 24LOKASI ZONING

IV. PEK. PERKERASAN DI ENTRANCE BANGUNAN


IV. PEK. PERKERASAN DI ENTRANCE BANGUNAN 55,988,468.99

SUBTOTAL : 55,988,468.99

BILL OF QUANTITYPEKERJAAN PEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BAN DA ACEH - NAD (2 TB )ZONE 5 - 6

IV. PEKERJAAN PERKERASAN DI ENTRANCE

NO. U RAIAN PEKERJAAN VOL. SAT. HARGA SATUAN

(Rp.)

JUMLAH HARGA

(Rp.)

I. PEK. PERKERASAN DI ENTRANCE BANGUNAN 55,988,468.99

1 Pasir urug t = 7 cm 20.32 M3 127,177.06 2,584,237.93

2 Paving blok t = 6 cm (standart) 271.28 M2 169,099.35 45,873,272.54

3 Kanstein uk. 15.30.40 126.36 M1 59,599.23 7,530,958.52

DAFTAR HARGA SAR+TUAN TERTINGGI BAHAN BANGUNANPEKERJAAN PEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BANDA ACEH - NAD (2 TB )ZONE 5 - 6

NO. URAIAN TENAGA SATUAN UPAH

1 2 3 4

1 PEKERJA Org / hr 51,909.01

2 TUKANG GALI Org / hr 63,444.34

3 KEPALA TUKANG BATU Org / hr 69,212.01

4 TUKANG BATU Org / hr 63,444.34

5 KEPALA TUKANG KAYU Org / hr 69,212.01

6 TUKANG KAYU Org / hr 63,444.34

7 KEPALA TUKANG BESI Org / hr 69,212.01

8 TUKANG BESI Org / hr 63,444.34

9 KEPALA TUKANG CAT Org / hr 69,212.01

10 TUKANG CAT Org / hr 63,444.34

11 TUKANG ASPAL Org / hr 63,444.34

12 MANDOR/PENGAWAS Org / hr 86,515.01

13 INSTALATOR Org / hr 69,212.01

14 PEMBATU INSTALATOR Org / hr 63,444.34

15 TUKANG BABAT RUMPUT Org / hr 51,909.01

16 TUKANG TAMAN Org / hr 51,909.01

17 KEPALA TUKANG PIPA / LEDENG Org / hr 69,212.01

18 TUKANG PASANG PIPA/ LEDENG Org / hr 63,444.34

19 OPERATOR ALAT BESAR Org / hr 86,515.01

20 PEMBANTU OPERATOR ALAT BESAR Org / hr 73,185.17

21 TUKANG LAS Org / hr 63,444.34

ANALISA HARGA SATUANPEKERJAAN PEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BANDA ACEH - NAD (2 TB )ZONE 5 - 6

No Harga Satuan Jumlah Harga

PEKERJAAN PERSIAPAN

1 1 m2 Pembersihan Lapangan dan Peralatan 9,516.65 Upah An. SNI ( Revisi ) 6.8.1

0.1 O/hr Pekerja 51,909.01 5,190.90 0.05 O/hr Mandor 86,515.01 4,325.75

Sub total: 9,516.65

2 1 m1 Pengukuran dan Pasang Papan Bowplank 58,593.73

Bahan An. SNI ( Revisi ) 6.4.10.012 m3 Kayu meranti 5/7 2,399,349.59 28,792.20

0.02 kg Paku biasa 2" - 5 " 17,303.00 346.06 0.007 m3 Kayu Papan meranti 3/20 2,399,349.59 16,795.45

Sub total: 45,933.70

Upah An. SNI ( Revisi ) 6.4.20.1 Oh Tukang Kayu 63,444.34 6,344.43 0.1 Oh Pekerja 51,909.01 5,190.90

0.01 Oh Kepala Tukang Kayu 69,212.01 692.12 0.005 Oh Mandor 86,515.01 432.58


3 1 m2 Pembuatan kantor sementara, dengan lantai plesteran (Direksi keet) 1,412,798.03 Bahan

0.9375 Btg Dolken kayu 0 8-10 / 400 cm 17,303.00 16,221.56 0.135 m3 Kayu meranti 5/7 2,399,349.59 323,912.19

0.6375 kg Paku biasa 2" - 5 " 17,303.00 11,030.66 0.825 kg Besi strip 9,430.14 7,779.86 26.25 kg Semen Portland 1,268.89 33,308.28

0.1125 m3 Pasir pasang 92,282.68 10,381.80 0.075 m3 Pasir beton 230,706.69 17,303.00

0.1125 m3 Koral beton 230,706.69 25,954.50 22.5 Bh Bata merah 484.48 10,900.89

0.1875 Lbr Seng plat 51,909.01 9,732.94 4.5 Daun Jendela nako 173,030.02 778,635.08

0.06 m2 Kaca polos t=5 mm 98,050.34 5,883.02 0.1125 Bh Kunci tanam 173,030.02 19,465.88

0.045 Lbr Playwood 4mm 63,444.34 2,855.00 Sub total: 1,273,364.67

Upah An. SNI ( Revisi) 6.5.21 Oh Tukang Kayu 69,212.01 69,212.01

0.5 Oh Tukang batu 63,444.34 31,722.17 0.5 Oh Pekerja 51,909.01 25,954.50

0.15 Oh Kepala Tukang 69,212.01 10,381.80 0.025 Oh Mandor 86,515.01 2,162.88

Sub total : 139,433.36

Uraian & Indeks Koefisien

ANALISA HARGA SATUANPEKERJAAN PEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BANDA ACEH - NAD (2 TB )ZONE 5 - 6

No Harga Satuan Jumlah HargaUraian & Indeks Koefisien

4 1 m2 Pembuatan gudang semen dan alat-alat 508,690.95 Bahan An. SNI ( Revisi) 6.6.1

1.02 Btg Dolken kayu 0 8-10 / 400 cm 17,303.00 17,649.06 0.126 m3 Kayu meranti 5/7 2,399,349.59 302,318.05

0.18 kg Paku biasa 2" - 5 " 17,303.00 3,114.54 6.3 kg Semen Portland 1,268.89 7,993.99

0.018 m3 Pasir beton 230,706.69 4,152.72 0.03 m3 Koral beton 230,706.69 6,921.20

0.9 Lbr Seng gelombang bljs 32 69,212.01 62,290.81 Sub total: 404,440.37

Upah An. SNI ( Revisi) 6.6.21 Oh Tukang Kayu 69,212.01 69,212.01

0.5 Oh Pekerja 51,909.01 25,954.50 0.1 Oh Kepala Tukang 69,212.01 6,921.20

0.025 Oh Mandor 86,515.01 2,162.88 Sub total : 104,250.59

5 1 m2 Pembuatan jalan sementara 103,875.69 Bahan An. SNI ( Revisi) 6.12.1

0.15 m3 Batu belah 15/20 173,030.02 25,954.50 0.09 m3 Batu pecah 5/7 230,706.69 20,763.60 0.01 m3 Pasir pasang 92,282.68 922.83

Sub total : 47,640.93 Upah An. SNI ( Revisi ) 6.12.2

1 Oh Pekerja 51,909.01 51,909.01 0.05 Oh Mandor 86,515.01 4,325.75


6 1 m1 Pagar sementara dari seng gelombang tinggi 2 m 244,006.93

Bahan An. SNI ( Revisi) 6.2.11.25 Btg Dolken kayu 0 8-10 / 400 cm 17,303.00 21,628.75

2.5 kg Semen Portland 1,268.89 3,172.22 1.2 Lbr Seng gelombang 69,212.01 83,054.41

0.005 m3 Pasir beton 230,706.69 1,153.53 0.009 m3 Koral beton 230,706.69 2,076.36 0.036 m3 Kayu meranti 5/7 2,399,349.59 86,376.59

0.06 kg Paku biasa 2" - 5 " 17,303.00 1,038.18 0.45 kg Meni besi 17,303.00 7,786.35

Sub total: 206,286.39 Upah An. SNI ( Revisi) 6.2.2

0.2 Oh Tukang Kayu 69,212.01 13,842.40 0.4 Oh Pekerja 51,909.01 20,763.60

0.02 Oh Kepala Tukang 69,212.01 1,384.24 0.02 Oh Mandor 86,515.01 1,730.30


1 Kusen Aluminium + Daun Pintu Aluminium Strip (terpasang) type JS

2 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PJ1

3 Kusen Aluminium + Daun Pintu Aluminium Kaca (terpasang) type PS2

4 Kusen Aluminium + Daun Pintu Aluminium Strip (terpasang) type PS3

5 Kusen Aluminium + Daun Pintu Calsiumboard (terpasang) type PI

6 Kusen Aluminium + Daun Pintu Calsiumboard (terpasang) type P2

7 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PJ2

8 Kusen Aluminium + Daun Pintu Aluminium (terpasang) type PP

9 Kusen Aluminium + Daun jendela (terpasang) type Jl

10 Kusen Aluminium + Daun jendela (terpasang) type J2

11 Kusen Aluminium + Daun jendela bouvenligh (terpasang) type BV

12 13 Pasang Glass Block Tangga Darurat @ 1 unit = 4 buah glass block

13 Pasang Penutup Shaft Hunian (terpasang)

1 P1 (Pintu singgle pakai jendela atas)

1 Kusen alumunium alexindo 3" warna gelap 6.40

2 Frame pintu alexindo 6.40

3 frame jendela alexindo 2.30

4 Daun pintu calsium board 5 mm 1.60

5 kaca clear 5 mm (kaca jendela) 0.28

6 Sealant Gasket Neoprene 19.00

7 Hardware pintu 1.00

HARGA SATUAN KUSEN

8 Hardware jendela 1.00

1 P1 A (Pintu singgle pakai jendela atas)

1 Kusen alumunium alexindo 3" CA 6.60








1 P2 (Pintu PVC) ukuran standar 60*195

5 Pintu PVC 1.00

1 P2 A(Pintu PVC) ukuran tidak standar 90*195

5 Pintu PVC 1.00

1 P3 pintu besi double

5 pintu besi double 1.00

1 P4



3 frame jendela alexindo -


5 kaca clear 5 mm (kaca jendela) -



8 Hardware jendela -

1 P5 pintu besi singgle

5 pintu besi singgle 1.00

1 PP pintu partisi









PARTISI CALSIBOAR 5.99

1 PS2




4 Daun pintu calsium board 5 mm -





1 PS3


2 Frame pintu alexindo -




Alumunium strip 0.36

6 Sealant Gasket Neoprene -



1 PSS pintu sampah

5 Pintu besi sampah 1.00

1 PJ1









1 PJ2









1 PJ2A









1 PJ3









1 JS








7 Hardware pintu -


1 J1







7 Hardware pintu -


1 J2







7 Hardware pintu -


1 J3







7 Hardware pintu -


1 JL








7 Hardware pintu -


1 BV






Alumunium strip -


7 Hardware pintu -


1 PENUTUP SHAFT

1 PS1 (Pintu shaft calciumboard) 0.52


2 RANGKA HOLLOW 40.40.3 8.72

3 RANGKA SUKU 40.40.3 8.72

4 MUR BAUT 12.00

1 PP A pintu partisi









PARTISI CALSIBOAR 6.03

1 GLASBLOCK

1 GLASBLOCK 4.00

2 PENBALAN 0.20

1 P2A (Pintu singgle TIDAK ADA jendela atas) 0.9


2 Frame pintu alexindo 4" CA 6.50



5 Hardware 1.00

1 P4 (Pintu double TIDAK ADA jendela atas) 1.7





5 Hardware 2.00

1 P6 (Pintu singgle pakai jendela atas) 0.7



3 frame jendela alexindo 3" CA 2.20






1 P6A (Pintu singgle pakai jendela atas) 0.9









1 PP (Pintu singgle pakai jendela atas) + partisi 0.9









BESI hollow 40.40.3 17.44

Calsium board 9.11

1 PJ (Pintu singgle TIDAK ADA jendela atas) 0.7



3 Daun pintu alumunium 1.12

4 Sealant Gasket Neoprene

5 Hardware 1.00

1 PS1 (Pintu shaft calciumboard) 0.52


2 RANGKA HOLLOW 40.40.3 8.72

3 RANGKA SUKU 40.40.3 8.72

4 MUR BAUT 12.00

1 PS2 (Pintu double TIDAK ADA jendela atas) 1



3 kaca clear 5 mm (kaca pintu) 1.50


5 Hardware 2.00

1 J1 (Jendela) 1.57





5 Hardware Jendela 5.00

1 J2 (Jendela) 1.5





5 Hardware 4.00

1 J3 (Jendela) 1.5





5 Hardware 4.00

1 J4 (Jendela) 0.5





5 Hardware 4.00

1 J4 (Jendela) 0.5






6 kaca nako 0.35

7 hardware kaca nako 1.00

1 JL (Jendela) 0.7


2 Louver alumunium 3.50

1 PS3 (PINTU SHAFT PLUMBING) 0.5



3 Alumunium strip 0.30

5 Hardware 1.00

1 JS 0.4



3 Alumunium strip 0.16

5 Hardware 1.00

1 PH 0.85





5 Hardware 1.00

1 BV 0.75





5 Hardware 1.00

1.15 1.15

HARGA / UNIT

2.00 Unit 203,022

1.00 Unit 1,200,944

2.00 Unit 2,049,829

24.00 Unit 779,789

24.00 Unit 1,915,750

24.00 Unit 346,000

24.00 Unit 2,420,632

24.00 Unit 2,848,555

24.00 Unit 1,607,564

24.00 Unit 2,059,519

4.00 Unit 210,405

24.00 Unit 123,000

24 Unit 845,000

m1

Rp 69,212 Rp 442,957 60,000

m1

Rp 109,586 Rp 701,348 95,000

m1

Rp 74,980 Rp 172,453 65,000

m2 Rp 48,064 Rp 76,902 41,667

m2 Rp 80,747 Rp 22,609 70,000

m1

Rp 8,075 Rp 153,420 7,000

Set Rp 288,383 Rp 288,383 250,000

HARGA SATUAN KUSEN

Set Rp 57,677 Rp 57,677 50,000

@ Unit Rp 1,915,750 2,200,000

m1

Rp 69,212 Rp 456,799

m1

Rp 109,586 Rp 734,224

m1

Rp 74,980 Rp 187,449

m2 Rp 48,064 Rp 86,515

m2 Rp 80,747 Rp 25,435

m1

Rp 8,075 Rp 161,495

Set Rp 288,383 Rp 288,383 250,000

Set Rp 57,677 Rp 57,677 50,000

@ Unit Rp 1,997,978 2,200,000

Set Rp 346,060 Rp 346,060 300,000

@ Unit Rp 346,000

Set Rp 432,575 Rp 432,575 375,000

@ Unit Rp 433,000

Set Rp 6,344,434 Rp 6,344,434 5,500,000

@ Unit Rp 6,344,000

m1

Rp 69,212 Rp 436,036

m1

Rp 109,586 Rp 1,534,199

m1

Rp 74,980 Rp 0

m2 Rp 48,064 Rp 176,875

m2 Rp 80,747 Rp 0

m1

Rp 8,075 Rp 251,932

Set Rp 288,383 Rp 576,767 250,000

Set Rp 57,677 Rp 0 50,000

@ Unit Rp 2,975,809 2,200,000

Set Rp 3,460,600 Rp 3,460,600 3,000,000

@ Unit Rp 3,461,000

m1

Rp 69,212 Rp 442,957

m1

Rp 109,586 Rp 701,348

m1

Rp 74,980 Rp 172,453

m2 Rp 48,064 Rp 76,902

m2 Rp 80,747 Rp 22,609

m1

Rp 8,075 Rp 153,420

Set Rp 288,383 Rp 288,383 250,000

Set Rp 57,677 Rp 57,677 50,000

M2 Rp 155,727 Rp 932,805 135,000

@ Unit Rp 2,848,555 2,200,000

m1

Rp 69,212 Rp 346,060

m1

Rp 109,586 Rp 876,685

m1

Rp 74,980 Rp 0

m2 Rp 48,064 Rp 0

m2 Rp 80,747 Rp 121,121

m1

Rp 8,075 Rp 129,196

Set Rp 288,383 Rp 576,767 250,000

Set Rp 57,677 Rp 0 50,000

@ Unit Rp 2,049,829 2,200,000

m1

Rp 69,212 Rp 166,109

m1

Rp 109,586 Rp 0

m1

Rp 74,980 Rp 179,951

m2 Rp 48,064 Rp 0

m2 Rp 80,747 Rp 0

m2 Rp 403,737 Rp 145,345 350,000

m1

Rp 8,075 Rp 0

Set Rp 288,383 Rp 288,383 250,000

Set Rp 57,677 Rp 0 50,000

@ Unit Rp 779,789 2,200,000

Set Rp 6,344,434 Rp 6,344,434 5,500,000

@ Unit Rp 6,344,000

m1

Rp 69,212 Rp 256,084

m1

Rp 109,586 Rp 526,011

m1

Rp 74,980 Rp 0

m2 Rp 48,064 Rp 43,258

m2 Rp 80,747 Rp 0

m1

Rp 8,075 Rp 87,207

Set Rp 288,383 Rp 288,383 250,000

Set Rp 57,677 Rp 0 50,000

@ Unit Rp 1,200,944 2,200,000

m1

Rp 69,212 Rp 581,381

m1

Rp 109,586 Rp 635,597

m1

Rp 74,980 Rp 427,384

m2 Rp 48,064 Rp 57,677

m2 Rp 80,747 Rp 61,772

m1

Rp 8,075 Rp 195,409

Set Rp 288,383 Rp 288,383 250,000

Set Rp 57,677 Rp 173,030 50,000

@ Unit Rp 2,420,632 2,200,000

m1

Rp 69,212 Rp 622,908

m1

Rp 109,586 Rp 734,224

m1

Rp 74,980 Rp 472,372

m2 Rp 48,064 Rp 86,515

m2 Rp 80,747 Rp 74,691

m1

Rp 8,075 Rp 224,478

Set Rp 288,383 Rp 288,383 250,000

Set Rp 57,677 Rp 173,030 50,000

@ Unit Rp 2,676,601 2,200,000

m1

Rp 69,212 Rp 968,968

m1

Rp 109,586 Rp 701,348

m1

Rp 74,980 Rp 1,207,173

m2 Rp 48,064 Rp 76,902

m2 Rp 80,747 Rp 219,229

m1

Rp 8,075 Rp 376,283

Set Rp 288,383 Rp 288,383 250,000

Set Rp 57,677 Rp 288,383 50,000

@ Unit Rp 4,126,670 2,200,000

m1

Rp 69,212 Rp 110,739

m1

Rp 109,586 Rp 0

m1

Rp 74,980 Rp 0

m2 Rp 48,064 Rp 0

m2 Rp 80,747 Rp 0

m2 Rp 576,767 Rp 92,283 500,000

m1

Rp 8,075 Rp 0

Set Rp 288,383 Rp 0 250,000

Set Rp 57,677 Rp 0 50,000

@ Unit Rp 203,022 2,200,000

m1

Rp 69,212 Rp 747,490

m1

Rp 109,586 Rp 0

m1

Rp 74,980 Rp 269,927

m2 Rp 48,064 Rp 0

m2 Rp 80,747 Rp 193,794

m1

Rp 8,075 Rp 281,001

Set Rp 288,383 Rp 0 250,000

Set Rp 57,677 Rp 115,353 50,000

@ Unit Rp 1,607,564 2,200,000

m1

Rp 69,212 Rp 602,144

m1

Rp 109,586 Rp 0

m1

Rp 74,980 Rp 869,764

m2 Rp 48,064 Rp 0

m2 Rp 80,747 Rp 169,569

m1

Rp 8,075 Rp 187,334

Set Rp 288,383 Rp 0 250,000

Set Rp 57,677 Rp 230,707 50,000

@ Unit Rp 2,059,519 2,200,000

m1

Rp 69,212 Rp 643,672

m1

Rp 109,586 Rp 0

m1

Rp 74,980 Rp 929,748

m2 Rp 48,064 Rp 0

m2 Rp 80,747 Rp 193,794

m1

Rp 8,075 Rp 200,253

Set Rp 288,383 Rp 0 250,000

Set Rp 57,677 Rp 230,707 50,000

@ Unit Rp 2,198,173 2,200,000

m1

Rp 69,212 Rp 166,109

m1

Rp 109,586 Rp 0

m1

Rp 74,980 Rp 0

m2 Rp 48,064 Rp 0

m2 Rp 80,747 Rp 0

m2 Rp 576,767 Rp 201,868 500,000

m1

Rp 8,075 Rp 0

Set Rp 288,383 Rp 0 250,000

Set Rp 57,677 Rp 0 50,000

@ Unit Rp 367,977 2,200,000

m1

Rp 69,212 Rp 152,266

m1

Rp 109,586 Rp 0

m1

Rp 74,980 Rp 0

m2 Rp 48,064 Rp 0

m2 Rp 80,747 Rp 22,609

m2 Rp 0 Rp 0 500,000

m1

Rp 8,075 Rp 35,529

Set Rp 288,383 Rp 0 250,000

Set Rp 57,677 Rp 0 50,000

@ Unit Rp 210,405 2,200,000

2.8

m1

Rp 48,064 Rp 69,981

m1

Rp 28,838 Rp 251,470 25,000

m2 Rp 57,677 Rp 502,941 50,000

BH Rp 1,730 Rp 20,764 1,500

@ Unit Rp 845,000

m1

Rp 69,212 Rp 456,799

m1

Rp 109,586 Rp 734,224

m1

Rp 74,980 Rp 187,449

m2 Rp 48,064 Rp 86,515

m2 Rp 80,747 Rp 25,435

m1

Rp 8,075 Rp 163,110

Set Rp 288,383 Rp 288,383 250,000

Set Rp 57,677 Rp 57,677 50,000

M2 Rp 155,727 Rp 939,034

@ Unit Rp 2,938,626 2,200,000

BH Rp 28,838 Rp 115,353 25,000

M2 Rp 40,374 Rp 8,075 35,000

@ Unit Rp 123,000

1.9

m1

Rp 69,212 Rp 325,296

m1

Rp 109,586 Rp 712,307

m2 Rp 48,064 Rp 82,189

m1

Rp 8,075 119,506

Set Rp 346,060 Rp 346,060

@ Unit Rp 1,585,000

2.3

m1

Rp 69,212 Rp 436,036

m1

Rp 109,586 Rp 1,567,075

m2 Rp 48,064 Rp 187,930

m1

Rp 8,075 258,391

Set Rp 288,383 Rp 576,767

@ Unit Rp 3,026,000

2.3 1.9 0.4

m1

Rp #REF! Rp #REF!

m1

Rp #REF! Rp #REF!

m1

Rp #REF! Rp #REF!

m2 Rp 48,064 Rp 33,645

m2 Rp 80,747 Rp 73,480

m1

Rp 8,075 Rp 142,115

Set Rp 288,383 Rp 288,383 180,000

Set Rp 57,677 Rp 57,677

@ Unit Rp #REF!

2.3 1.9 0.4

m1

Rp 69,212 Rp 442,957

m1

Rp 109,586 Rp 712,307

m1

Rp 109,586 Rp 284,923

m2 Rp 48,064 Rp 43,258

m2 Rp 80,747 Rp 94,474

m1

Rp 8,075 Rp 161,495

Set Rp 288,383 Rp 288,383

Set Rp 57,677 Rp 57,677

@ Unit Rp 2,085,473

2.3 1.95 0.35

m1

Rp #REF! Rp #REF!

m1

Rp #REF! Rp #REF!

m1

Rp #REF! Rp #REF!

m2 Rp 48,064 Rp 84,352

m2 Rp 80,747 Rp 25,435

m1

Rp 8,075 Rp 161,495

Set Rp 288,383 Rp 288,383

Set Rp 57,677 Rp 57,677

m1 Rp 28,838 Rp 502,941 25,000

m2 Rp 48,064 Rp 437,766

@ Unit Rp #REF!

1.6

m1

Rp 69,212 Rp 269,927

m1

Rp 109,586 Rp 580,804

m2 Rp 399,192 Rp 447,095 346,060

m1

Rp 8,075 0

Set Rp 288,383 Rp 288,383

@ Unit Rp 1,586,000

2.8

m1

Rp 48,064 Rp 69,981

m1

Rp 28,838 Rp 251,470

m2 Rp 57,677 Rp 502,941 50,000

BH Rp 1,730 Rp 20,764 1,500

@ Unit Rp 845,000

1.5

m1

Rp 69,212 Rp 346,060

m1

Rp 109,586 Rp 876,685

m2 Rp 80,747 Rp 121,121

m1

Rp 8,075 129,196

Set Rp 288,383 Rp 576,767

@ Unit Rp 2,050,000

1.5 0.7 0.4 0.5

m1

Rp 69,212 Rp 743,337

m1

Rp 109,586 Rp 1,271,194

m2 Rp 80,747 Rp 190,160

m1

Rp 8,075 247,733

Set Rp 46,141 Rp 230,707 40,000

@ Unit Rp 2,683,000

1.4 0.75 1.05 0.35

m1

Rp 69,212 Rp 602,144

m1

Rp 109,586 Rp 942,437

m2 Rp 80,747 Rp 169,569

m1

Rp 8,075 187,334

Set Rp 46,141 Rp 184,565

@ Unit Rp 2,086,000

1 0.75 0.65 0.35

m1

Rp 69,212 Rp 519,090

m1

Rp 109,586 Rp 767,100

m2 Rp 80,747 Rp 121,121

m1

Rp 8,075 161,495

Set Rp 46,141 Rp 184,565

@ Unit Rp 1,753,000

1.05 0.75 0.65 0.35

m1

Rp 69,212 Rp 321,836

m1

Rp 109,586 Rp 569,846

m2 Rp 80,747 Rp 42,392

m1

Rp 8,075 100,127

Set Rp 57,677 Rp 230,707

@ Unit Rp 1,265,000

1.05 0.7 0.35

m1

Rp #REF! Rp #REF!

m1

Rp #REF! Rp #REF!

m2 Rp 80,747 Rp 14,131

m1

Rp 8,075 Rp 27,454

Set Rp 57,677 Rp 57,677

m2 Rp 115,353 Rp 40,374 100,000

Set Rp 0 Rp 0 -

@ Unit Rp #REF!

0.5

m1

Rp 69,212 Rp 110,739

m1

Rp 34,606 Rp 121,121 30,000

@ Unit Rp 232,000

0.6

m1

Rp 69,212 Rp 152,266

m1

Rp #REF! Rp #REF!

m2 Rp 576,767 Rp 173,030 500,000

Set Rp 0 Rp 0 -

@ Unit Rp #REF!

0.4

m1

Rp 69,212 Rp 110,739

m1

Rp #REF! Rp #REF!

m2 Rp 576,767 Rp 92,283

Set Rp 288,383 Rp 288,383

@ Unit Rp #REF!

1.6

m1

Rp 69,212 Rp 280,309

m1

Rp 109,586 Rp 536,970

m2 Rp 80,747 Rp 109,816

m1

Rp 8,075 79,132

Set Rp 288,383 Rp 288,383

@ Unit Rp 1,295,000

0.4

m1

Rp 69,212 Rp 159,188

m1

Rp 109,586 Rp 252,047

m2 Rp 80,747 Rp 24,224

m1

Rp 8,075 37,144

Set Rp 0 Rp 0

@ Unit Rp 473,000

warna gelap

1 Pasang closet jongkok type leher angsa (standart) 4.002 Pasang closet duduk (standart) 2.003 Pasang urinoir muslim (standart) 2.004 Pasang wastafel (standart) 2.005 Pasangan peninggian closet toilet umum 3.006 Pasangan peninggian closet hunian 1.007 Pasang floor drain 14.008 Pasang kran 14.009 Pasang kran type double 3.00

10 11 Meja dapur beton dilapis keramik + kitchen zink + kran (terpasang) 3.00

11 Pasang besi Black Steel (unt. Pegangan penyandang cacat) dia. 2 1/2 " finish cat. 0.80

12 13 Pasangan tanggulan kamar mandi (1:2:3) termasuk perapihan 1.0013 Pas. Peninggian lantai pipa air buangan di pantry (1:2:3) termasuk perapihan 3.00

1.15

material

Buah 173,030.02 150,000.00

Buah 1,254,813.69 1,087,800.00

Buah 1,059,751.19 918,700.00

Buah 588,763.48 510,400.00

Buah 57,676.67 50,000.00

Buah 57,676.67 50,000.00

Buah 57,676.67 50,000.00

Buah 34,606.00 30,000.00

Buah 86,515.01 75,000.00

Buah 727,043.30 630,275.00

M1 184,565.35 160,000.00

Buah 38,931.75 33,750.00

Buah 38,931.75 33,750.00

REKAPITULASI ANGGARAN BIAYARENCANA ANGGARAN BIAYAPEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE TYPE - 24LOKASI : BANDA ACEH - NAD (2 TB )ZONING : 5 dan 6PONDASI : TIANG PANCANG 25 x 25 DALAM 18 M

No. JENIS PEKERJAAN JUMLAH HARGA (Rp.)

I. PEKERJAAN PERSIAPAN TOTAL I : 236,141,849.65

II. PEKERJAAN 1 TWIN BLOK TOTAL II : #VALUE!

2.1. PEKERJAAN STRUKTUR #VALUE!A PEKERJAAN LANTAI DASAR 1,981,872,754.81

A.1 PONDASI + PILE CAP 1,337,979,811.41

A.2 TIE BEAM + UPER STUKCTURE 643,892,943.40 B PEKERJAAN LANTAI 2 735,423,233.88 C PEKERJAAN LANTAI 3 #VALUE!D PEKERJAAN LANTAI 4 730,301,995.00 E PEKERJAAN LANTAI 5 692,676,394.08 F PEKERJAAN LANTAI ATAP 456,343,734.40 G PEKERJAAN DUDUKAN KUDA2 BAJA RINGAN 34,426,175.13 H PEKERJAAN RANGKA ATAP BAJA RINGAN 115,648,400.00 I PEKERJAAN GROUND TANK & RUMAH POMPA DI LUAR BANGUNAN 187,260,253.63

2.2. PEKERJAAN ARSITEKTUR 5,327,079,729.52 A PEKERJAAN PASANGAN DAN PLESTERAN 2,280,858,484.21 B PEKERJAAN LANTAI 788,267,625.80 C PEKERJAAN KUSEN PINTU / JENDELA + ASSESORIES 1,350,864,016.02 D PEKERJAAN PENUTUP ATAP 98,660,562.99 E PEKERJAAN SANITAIR 133,070,494.83 F PEKERJAAN PLAFOND 66,786,818.64 G PEKERJAAN PENGECATAN 250,358,662.13 H PEKERJAAN ENTRANCE 47,684,605.76 I PEKERJAAN CEROBONG SAMPAH 38,229,595.38 J PEKERJAAN GROUND TANK DAN R. POMPA DI LUAR BANGUNAN 90,860,804.35 K PEK. PERKERASAN DI DALAM & KELILING BAGIAN LUAR BANG. 56,540,407.45 L PEKERJAAN DRAINASE 84,462,393.00

M PEKERJAAN TANAMAN DAN POT + DRAIN 40,435,258.95

2.3. PEKERJAAN MEKANIKAL DAN ELEKTRIKAL 1,283,077,850.00 A INSTALASI AIR BERSIH 295,880,600.00 B INSTALASI AIR KOTOR DAN AIR BEKAS / LIMBAH 130,704,200.00 C INSTALASI AIR HUJAN 39,603,510.00 D PEKERJAAN PANEL 154,138,060.00 E PEKERJAAN LISTRIK 616,309,810.00 F PEKERJAAN LAMPU TAMAN 46,441,670.00

2.4 PEKERJAAN INST. HYDRANT DALAM BANGUNAN 613,334,300.00

2.5. PEKERJAAN INSTALASI PENANGKAL PETIR 52,604,410.00

2.6. PEKERJAAN INSTALASI TV 145,249,680.00

2.7. PEKERJAAN SEPTIC TANK 2 (DUA) BUAH 258,950,654.74

III. PEKERJAAN 2 TWIN BLOK TOTAL III : #VALUE!

IV. PEKERJAAN PERKERASAN DI ENTRANCE TOTAL IV : 55,988,468.99

SUB TOTAL I + III + IV : #VALUE!

DIBULATKAN : #VALUE!

PPN 10 % : #VALUE!

TOTAL : #VALUE!

DIBULATKAN : #VALUE!

Terbilang : ribu rupiah

REKAPITULATIONRENCANA ANGGARAN BIAYAPEMBANGUNAN RUSUNAWA BERBASIS PROTOTYPE T-24LOKASI : BAN DA ACEH - NAD (2 TB )ZONE GEMPA : 5-6


NO. URAIAN PEKERJAAN JUMLAH HARGA (Rp.)

I. Pekerjaan Struktur A. Lantai Dasar 1,981,872,754.81 B. Lantai 2 Elevasi +3.15 735,423,233.88 C. Lantai 3 Elevasi +5.95 #VALUE!D. Lantai 4 Elevasi +8.75 730,301,995.00 E. Lantai 5 Elevasi +11.55 692,676,394.08 F. Lantai atap/daak Elevasi +14.55 456,343,734.40 G. Elevasi +15,27 dudukan kuda2 baja ringan 34,426,175.13 H. Pekerjaan Rangka Atap Baja Baja Ringan 115,648,400.00 I. Pekerjaan Gorund Tank & Rumah Pompa 187,260,253.63

SUB TOTAL : #VALUE!




(Rp.)

JUMLAH HARGA

(Rp.)

I. Pekerjaan Struktur #VALUE!

A. Lantai Dasar 1,981,872,754.81

A.1 PONDASI 1,337,979,811.41

1 Mobilisasi dan demobilisasi alat pancang 1.00 Unit 8,000,000.00 8,000,000.00

2 Tiang pancang uk. 25 x 25 cm, pjg. 18 M : 219 titik 3,942.00 M1 229,583.33 905,017,500.00

3 Ongkos Pemancangan Tiang 3,942.00 M1 52,000.00 204,984,000.00

4 Pemotongan kepala tiang pancang 219.00 Titik 50,000.00 10,950,000.00

5 Galian tanah dibawah Pile Cap 88.83 M3 41,094.63 3,650,435.93

6 Urugan Pasir Dibawah Pile Cap t=10 cm 11.84 M3 127,177.06 1,505,776.43 7 Lantai Kerja Dibawah Pile Cap t=5 cm 5.92 M3 707,462.07 4,188,175.45

8 Tes PDA 2.00 Titik 3,500,000.00 7,000,000.00 9 Pondasi batu kali 30x50 1:5 70.30 m3 567,532.69 39,897,548.31


- Besi Beton 159 Kq/M3 577.17 Kg 11,051.72 6,378,718.73

11 - Bekisting 26.40 M2 82,181.57 2,169,593.41

Pile Cap PC- 2 =24 buah- Beton K-350 10.30 M3 1,041,063.94 10,722,958.63

- Besi Beton 140 Kq/M3 1,441.44 Kg 11,051.72 15,930,385.02

- Bekisting 106.56 M2 82,181.57 8,757,267.94


- Besi Beton 101 Kq/M3 2,100.09 Kg 11,051.72 23,209,597.54

- Bekisting 32.77 M2 82,181.57 2,693,090.00

13 Pile Cap PC-4 =16 buah- Beton K-350 16.22 M3 1,041,063.94 16,886,057.18

- Besi Beton 135 Kg/M3 2,190.24 Kg 11,051.72 24,205,909.71

- Bekisting 199.68 M2 82,181.57 16,410,015.61

A. 2 UPER STRUKTUR 643,892,943.40

1 Tie Beam / Sloof TB (30/45)- Beton K-350 46.96 M3 1,041,063.94 48,888,362.83

- Besi Beton 234 Kq/M3 10,989.53 Kg 11,051.72 121,453,160.82

- Bekisting 313.09 M2 82,181.57 25,730,227.29

2 Galian tanah dibawah Tie Beam 61.05 M3 41,094.63 2,508,827.12

3 Urugan Pasir Dibawah Tie Beam t=10 cm 7.12 M3 127,177.06 905,500.69

4 Lantai Kerja Dibawah Tie Beam t=5 cm 3.56 M3 707,462.07 2,518,564.96

5 Urugan Tanah Kembali 51.98 M3 13,698.21 712,032.95

6 Kolom Kl : 30x50- Beton K-350 10.53 M3 1,041,063.94 10,962,403.33

- Besi Beton 569 Kq/M3 5,991.57 Kg 11,051.72 66,217,128.01

- Bekisting 112.32 M2 96,921.80 10,886,256.98

7 Kolom K2 : 25x50- Beton K-350 3.41 M3 1,041,063.94 3,550,028.05

- Besi Beton 339 Kq/M3 1,157.51 Kg 11,051.72 12,792,471.40

- Bekisting 40.95 M2 96,921.80 3,968,947.86

8 Kolom K3 : 30 X 50- Beton K-350 25.74 M3 1,041,063.94 26,796,985.93

- Besi Beton 226 Kg/M3 5,815.65 Kg 11,051.72 64,272,910.19

- Bekisting 274.56 M2 96,921.80 26,610,850.38

9 Shear Wall, t= 20 cm- Beton K-350 25.34 M3 1,041,063.94 26,380,560.35

- Besi Beton 88 Kq/M3 2,230.27 Kg 11,051.72 24,648,309.89

- Bekisting 253.44 M2 105,300.30 26,687,308.43

22 Urug tanah di Bawah Lantai Bangunan t=40 cm 358.26 M3 70,000.00 25,078,200.00

23 Urug tanah di sekitar Bangunan 1.5m t=35 cm 86.31 M3 70,000.00 6,041,700.00

24 Urug tanah di halaman Bangunan t=30 cm 70.20 M3 70,000.00 4,914,000.00

25 Pasir Urug di Bawah Lantai Bangunan t=10 cm 89.57 M3 127,177.06 11,391,249.58

26 Lantai Kerja ad. 1:3:5 Bawah Lantai Bangunan t=7 cm 62.70 M3 707,462.07 44,357,871.71

27 Besi Wire mesh M4 pada lantai kerja 1 lapis 1,380.00 Kg 11,051.72 15,251,367.61




(Rp.)

JUMLAH HARGA

(Rp.) Tangga Utama- Kaki Tangga

* Beton K-350 0.24 M3 1,041,063.94 249,855.35

* Besi Beton 168 Kq/M3 39.98 Kg 11,051.72 441,847.59

* Bekisting 3.06 M2 99,267.32 303,758.00


* Besi Beton 148 Kq/M3 159.84 Kg 11,051.72 1,766,506.23

* Bekisting 6.63 M2 99,267.32 658,142.34

- Step Tangga* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 68 Kq/M3 68.81 Kg 11,051.72 760,468.55

* Bekisting 13.17 M2 99,267.32 1,307,350.63


* Besi Beton 142 Kg/M3 142.39 Kg 11,051.72 1,573,653.79

* Bekisting 6.69 M2 99,267.32 664,098.38


* Besi Beton 132 Kq/M3 40.43 Kg 11,051.72 446,820.86

28 * Bekisting 2.49 M2 98,121.48 244,322.48

Tangga Darurat As OB - 0- Kaki Tangga

* Beton K-350 0.17 M3 1,041,063.94 176,980.87

* Besi Beton 171 Kq/M3 28.73 Kg 11,051.72 317,515.79

* Bekisting 1.96 M2 99,267.32 194,563.95


* Besi Beton 148 Kq/M3 159.84 Kg 11,051.72 1,766,506.23

* Bekisting 7.20 M2 99,267.32 714,724.72


* Besi Beton 97 Kq/M3 61.66 Kg 11,051.72 681,448.79

* Bekisting 6.51 M2 99,267.32 646,230.26


* Besi Beton 150 Kg/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kg/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

29 Tangga Darurat As 12 - 14- Kaki Tangga

* Beton K-350 0.17 M3 1,041,063.94 176,980.87

* Besi Beton 171 Kg/M3 28.73 Kg 11,051.72 317,515.79

* Bekisting 1.96 M2 99,267.32 194,563.95


* Besi Beton 148 Kq/M3 159.84 Kg 11,051.72 1,766,506.23

* Bekisting 7.20 M2 99,267.32 714,724.72


* Besi Beton 97 Kq/M3 61.66 Kg 11,051.72 681,448.79

* Bekisting 6.51 M2 99,267.32 646,230.26

- Bordes Tangga

* Beton K-350 0.61 M3 1,041,063.94 635,049.01

* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20




(Rp.)

JUMLAH HARGA

(Rp.) B. Lantai 2 Elevasi +3.15 735,423,233.88

1 Balok Bl uk. 25/45- Beton K-350 12.13 M3 1,041,063.94 12,628,105.64

- Besi Beton 276 Kq/M3 3,347.19 Kg 11,051.72 36,992,192.15

2 - Bekisting 98.10 M2 98,121.48 9,625,717.03

Balok B2 uk. 25/45- Beton K-350 11.34 M3 1,041,063.94 11,805,665.13

- Besi Beton 219 Kq/M3 2,483.46 Kg 11,051.72 27,446,493.78

- Bekisting 91.73 M2 98,121.48 9,000,683.21

3 Balok B3 uk. 25/45- Beton K-350 25.03 M3 1,041,063.94 26,057,830.53

- Besi Beton 169 Kq/M3 4,229.33 Kg 11,051.72 46,741,352.60

- Bekisting 202.43 M2 98,121.48 19,862,730.86

4 Balok CG uk. 25/45- Beton K-350 5.66 M3 1,041,063.94 5,892,421.93

- Besi Beton 245 Kg/M3 1,387.08 Kg 11,051.72 15,329,613.76

- Bekisting 45.80 M2 98,121.48 4,493,963.71

5 Balok BL uk. 10/40- Beton K-350 0.23 M3 1,041,063.94 239,444.71

- Besi Beton 197 Kg/M3 44.92 Kg 11,051.72 496,443.07

- Bekisting 3.76 M2 98,121.48 368,936.76

5 Pelat Lantai 2, t=12 cm- Beton K-350 111.29 M3 1,041,063.94 115,860,006.37

- Besi Beton 99 Kg/M3 11,018.15 Kg 11,051.72 121,769,460.92

- Bekisting 927.45 M2 96,426.75 89,430,985.07

6 Kolom Kl : 30 X 50- Beton K-350 7.56 M3 1,041,063.94 7,870,443.42

- Besi Beton 433 Kg/M3 3,273.48 Kg 11,051.72 36,177,570.18

- Bekisting 80.64 M2 96,921.80 7,815,774.24


- Besi Beton 339 Kq/M3 1,157.51 Kg 11,051.72 12,792,471.40

8 - Bekisting 40.95 M2 96,921.80 3,968,947.86

Kolom K2 : 25x50- Beton K-350 18.48 M3 1,041,063.94 19,238,861.69

- Besi Beton 181 Kq/M3 3,345.07 Kg 11,051.72 36,968,762.51

- Bekisting 197.12 M2 96,921.80 19,105,225.92

9 Kolom KP : 12,5 X 20- Beton K-350 0.95 M3 1,041,063.94 989,010.75

- Besi Beton 238 Kq/M3 225.27 Kg 11,051.72 2,489,619.99

- Bekisting 24.57 M2 96,921.80 2,381,368.71


* Beton K-350 1.53 M3 1,041,063.94 1,592,827.83

* Besi Beton 145 Kq/M3 221.85 Kg 11,051.72 2,451,823.12

* Bekisting 5.10 M2 99,267.32 506,263.34


* Besi Beton 68 Kq/M3 56.30 Kg 11,051.72 622,211.59

* Bekisting 10.68 M2 99,267.32 1,060,174.99


* Besi Beton 142 Kg/M3 142.39 Kg 11,051.72 1,573,653.79

* Bekisting 6.69 M2 99,267.32 664,098.38

- Balok Bordes Tangga uk. 25/35

* Beton K-350 0.31 M3 1,041,063.94 322,729.82

* Besi Beton 132 Kq/M3 40.43 Kg 11,051.72 446,820.86

* Bekisting 2.49 M2 98,121.48 244,322.48




(Rp.)

JUMLAH HARGA

(Rp.) 11 Tangga Darurat As OB - 0


* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

12 * Bekisting 2.57 M2 98,121.48 252,172.20

Tangga Darurat As 12 - 14- Pelat Tangga

* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

C. Lantai 3 Elevasi +5.95 #VALUE!


- Besi Beton 276 Kq/M3 3,347.19 Kg 11,051.72 36,992,192.15

- Bekisting 98.10 M2 98,121.48 9,625,717.03


- Besi Beton 219 Kq/M3 2,483.46 Kg 11,051.72 27,446,493.78

- Bekisting 91.73 M2 98,121.48 9,000,683.21


- Besi Beton 169 Kq/M3 4,229.33 Kg 11,051.72 46,741,352.60

- Bekisting 202.43 M2 98,121.48 19,862,730.86

4 Balok CG uk. 25/45

- Beton K-350 5.93 M3 1,041,063.94 6,173,509.19

- Besi Beton 278 Kq/M3 1,647.88 Kg 11,051.72 18,211,901.20

- Bekisting 47.95 M2 98,121.48 4,704,924.89


- Besi Beton 99 Kq/M3 10,829.49 Kg 11,051.72 119,684,444.24

- Bekisting 911.57 M2 96,426.75 87,899,728.35


- Besi Beton 433 Kq/M3 3,273.48 Kg 11,051.72 #VALUE!

7 - Bekisting 80.64 M2 96,921.80 7,815,774.24

Kolom Kl : 30x50- Beton K-350 2.45 M3 1,041,063.94 2,550,606.66

- Besi Beton 321 Kg/M3 786.09 Kg 11,051.72 8,687,643.16

- Bekisting 29.40 M2 96,921.80 2,849,501.02




(Rp.)

JUMLAH HARGA

(Rp.) 8 Kolom K2 : 25x50

- Beton K-350 18.48 M3 1,041,063.94 19,238,861.69

- Besi Beton 181 Kq/M3 3,345.07 Kg 11,051.72 36,968,762.51

9 - Bekisting 197.12 M2 96,921.80 19,105,225.92

Kolom KP : 12,5 X 20- Beton K-350 0.95 M3 1,041,063.94 989,010.75

- Besi Beton 238 Kq/M3 225.27 Kg 11,051.72 2,489,619.99

- Bekisting 24.57 M2 96,921.80 2,381,368.71


* Beton K-350 1.53 M3 1,041,063.94 1,592,827.83

* Besi Beton 145 Kq/M3 221.85 Kg 11,051.72 2,451,823.12

* Bekisting 5.10 M2 99,267.32 506,263.34


* Besi Beton 68 Kq/M3 56.30 Kg 11,051.72 622,211.59

* Bekisting 10.68 M2 99,267.32 1,060,174.99


* Besi Beton 142 Kq/M3 142.39 Kg 11,051.72 1,573,653.79

* Bekisting 6.69 M2 99,267.32 664,098.38


* Besi Beton 132 Kg/M3 40.43 Kg 11,051.72 446,820.86

* Bekisting 2.43 M2 98,121.48 238,435.19

11 Tangga Darurat As OB - 0- Pelat Tangga

* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kg/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20


* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40

- Step Tangga

* Beton K-350 0.52 M3 1,041,063.94 541,353.25

* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kg/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

D. Lantai 4 Elevasi +8.75 730,301,995.00


- Besi Beton 276 Kg/M3 3,347.19 Kg 11,051.72 36,992,192.15

- Bekisting 108.11 M2 98,121.48 10,607,913.02




(Rp.)

JUMLAH HARGA

(Rp.) 2 Balok B2 uk. 25/45

- Beton K-350 11.34 M3 1,041,063.94 11,805,665.13

- Besi Beton 219 Kq/M3 2,483.46 Kg 11,051.72 27,446,493.78

3 - Bekisting 104.83 M2 98,121.48 10,286,074.58

Balok B3 uk. 25/45- Beton K-350 25.03 M3 1,041,063.94 26,057,830.53

- Besi Beton 169 Kq/M3 4,229.33 Kg 11,051.72 46,741,352.60

- Bekisting 216.49 M2 98,121.48 21,242,318.85


- Besi Beton 278 Kq/M3 1,647.88 Kg 11,051.72 18,211,901.20

- Bekisting 55.96 M2 98,121.48 5,490,877.93

5 Pelat Lantai 4 , t=12 cm- Beton K-350 109.39 M3 1,041,063.94 113,881,984.87

- Besi Beton 99 Kq/M3 10,829.49 Kg 11,051.72 119,684,444.24

- Bekisting 911.57 M2 96,426.75 87,899,728.35


- Besi Beton 433 Kq/M3 3,273.48 Kg 11,051.72 36,177,570.18

- Bekisting 80.64 M2 96,921.80 7,815,774.24


- Besi Beton 321 Kg/M3 786.09 Kg 11,051.72 8,687,643.16

- Bekisting 29.40 M2 96,921.80 2,849,501.02

8 Kolom K2 : 25x50- Beton K-350 18.48 M3 1,041,063.94 19,238,861.69

- Besi Beton 181 Kq/M3 3,345.07 Kg 11,051.72 36,968,762.51

9 - Bekisting 197.12 M2 96,921.80 19,105,225.92

Kolom KP : 12,5 X 20- Beton K-350 0.95 M3 1,041,063.94 989,010.75

- Besi Beton 238 Kq/M3 225.27 Kg 11,051.72 2,489,619.99

- Bekisting 24.57 M2 96,921.80 2,381,368.71

10

Tangga Utama- Pelat Tangga

* Beton K-350 1.53 M3 1,041,063.94 1,592,827.83

* Besi Beton 145 Kq/M3 221.85 Kg 11,051.72 2,451,823.12

* Bekisting 5.10 M2 99,267.32 506,263.34


* Besi Beton 68 Kq/M3 56.30 Kg 11,051.72 622,211.59

* Bekisting 10.68 M2 99,267.32 1,060,174.99


* Besi Beton 142 Kq/M3 142.39 Kg 11,051.72 1,573,653.79

* Bekisting 6.69 M2 99,267.32 664,098.38


* Besi Beton 132 Kg/M3 40.43 Kg 11,051.72 446,820.86

* Bekisting 2.43 M2 98,121.48 238,435.19

11 Tangga Darurat As 0B - 0- Pelat Tangga

* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kg/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kq/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65




(Rp.)

JUMLAH HARGA


* Beton K-350 0.24 M3 1,041,063.94 249,855.35

* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20


* Beton K-350 1.01 M3 1,041,063.94 1,051,474.58

* Besi Beton 149 Kq/M3 150.19 Kg 11,051.72 1,659,857.18

* Bekisting 6.72 M2 99,267.32 667,076.40


* Besi Beton 97 Kq/M3 50.45 Kg 11,051.72 557,559.06

* Bekisting 9.34 M2 99,267.32 927,156.78


* Besi Beton 150 Kg/M3 91.13 Kg 11,051.72 1,007,142.85

* Bekisting 4.05 M2 99,267.32 402,032.65


* Besi Beton 142 Kq/M3 33.55 Kg 11,051.72 370,785.06

* Bekisting 2.57 M2 98,121.48 252,172.20

E. Lantai 5 Elevasi +11.55 692,676,394.08


- Besi Beton 276 Kq/M3 3,347.19 Kg 11,051.72 36,992,192.15

- Bekisting 108.11 M2 98,121.48 10,607,913.02


- Besi Beton 219 Kg/M3 2,483.46 Kg 11,051.72 27,446,493.78

- Bekisting 104.83 M2 98,121.48 10,286,074.58


- Besi Beton 169 Kq/M3 4,229.33 Kg 11,051.72 46,741,352.60

4 - Bekisting 216.49 M2 98,121.48 21,242,318.85

Balok B4 uk. 25/45- Beton K-350 0.96 M3 1,041,063.94 999,421.39

- Besi Beton 300 Kq/M3 286.88 Kg 11,051.72 3,170,516.19

- Bekisting 8.19 M2 98,121.48 803,614.91


- Besi Beton 278 Kq/M3 1,647.88 Kg 11,051.72 18,211,901.20

- Bekisting 55.96 M2 98,121.48 5,490,877.93


- Besi Beton 99 Kq/M3 10,829.49 Kg 11,051.72 119,684,444.24

- Bekisting 911.57 M2 96,426.75 87,899,728.35

7 Kolom K3 : 30 X 50- Beton K-350 31.05 M3 1,041,063.94 32,325,035.47

- Besi Beton 181 Kq/M3 5,634.14 Kg 11,051.72 62,266,913.28

- Bekisting 331.20 M2 96,921.80 32,100,501.34

8 Kolom KP : 12,5 X 20- Beton K-350 0.95 M3 1,041,063.94 989,010.75

- Besi Beton 238 Kg/M3 225.27 Kg 11,051.72 2,489,619.99

- Bekisting 24.57 M2 96,921.80 2,381,368.71

F. LANTAI ATAP 456,343,734.40 F.I Lantai atap/daak Elevasi +14.55 381,372,952.00


- Besi Beton 217 Kq/M3 1,537.99 Kg 11,051.72 16,997,428.17

- Bekisting 62.24 M2 98,121.48 6,107,080.81




(Rp.)

JUMLAH HARGA

(Rp.) 1 Balok B4 uk. 25/45

- Beton K-350 2.84 M3 1,041,063.94 2,956,621.60

- Besi Beton 261 Kq/M3 739.94 Kg 11,051.72 8,177,606.49

- Bekisting 24.57 M2 98,121.48 2,410,844.72


- Besi Beton 249 Kq/M3 1,048.79 Kg 11,051.72 11,590,928.87

- Bekisting 31.75 M2 98,121.48 3,115,356.94


- Besi Beton 236 Kg/M3 1,035.45 Kg 11,051.72 11,443,498.98

- Bekisting 40.04 M2 98,121.48 3,928,783.99

4 Balok 15/27- Beton K-350 10.55 M3 1,041,063.94 10,983,224.61

- Besi Beton 166 Kg/M3 1,752.01 Kg 11,051.72 19,362,716.36

5 - Bekisting 123.93 M2 98,121.48 12,160,194.81

Balok RBI uk. 25/40- Beton K-350 12.54 M3 1,041,063.94 13,054,941.86

- Besi Beton 130 Kg/M3 1,630.20 Kg 11,051.72 18,016,506.87

- Bekisting 113.72 M2 98,121.48 11,158,374.52

6 Balok RB2 uk. 25/45- Beton K-350 20.79 M3 1,041,063.94 21,643,719.40

- Besi Beton 96 Kg/M3 1,995.84 Kg 11,051.72 22,057,456.19

- Bekisting 180.18 M2 98,121.48 17,679,527.97

7 Plat daakt= 12cm- Beton K-350 44.34 M3 1,041,063.94 46,160,775.29

- Besi Beton 151 Kg/M3 6,694.93 Kg 11,051.72 73,990,462.74

- Bekisting 332.30 M2 96,426.75 32,042,607.51

F.2 Lantai Roof Tank Elevasi +16.35 74,970,782.40 1 Balok 25x45

- Beton K-350 4.25 M3 1,041,063.94 4,424,521.76

- Besi Beton 328 Kg/M3 1,394.82 Kg 11,051.72 15,415,154.04

- Bekisting 37.13 M2 98,121.48 3,643,250.49

2 Pelat Lantai Rooftank elv. 16.35 t=13 cm- Beton K-350 4.53 M3 1,041,063.94 4,716,019.67

- Besi Beton 181 Kg/M3 820.02 Kg 11,051.72 9,062,627.88

- Bekisting 34.85 M2 96,426.75 3,360,472.08

3 Kolom 25x35 untuk rooftank- Beton K-350 1.42 M3 1,041,063.94 1,478,310.80

- Besi Beton 223 Kg/M3 315.76 Kg 11,051.72 3,489,689.74

4 - Bekisting 19.44 M2 96,921.80 1,884,159.86

Kolom 30x50 dudukan baja ringan- Beton K-350 6.72 M3 1,041,063.94 6,995,949.71

- Besi Beton 182 Kg/M3 1,226.35 Kg 11,051.72 13,553,271.50

- Bekisting 71.68 M2 96,921.80 6,947,354.88

G. Elevasi +15,27 dudukan kuda2 baja ringan 34,426,175.13

1 Balok RB3 uk. 15/25- Beton K-350 8.30 M3 1,041,063.94 8,640,830.74

- Besi Beton 177 Kg/M3 1,468.22 Kg 11,051.72 16,226,349.97

- Bekisting 97.42 M2 98,121.48 9,558,994.42

H. Pekerjaan Rangka Atap Baja Baja Ringan 115,648,400.00

1 Rangka Atap Baja Ringan 814.66 M2 140,000.00 114,052,400.00

2 Rangka Atap Baja Ringan canopy 11.40 M2 140,000.00 1,596,000.00

I. Pekerjaan Gorund Tank & Rumah Pom pa 187,260,253.63

1 Tiang pancang uk. 25 x 25 cm, pjg. 18 M : 8 titik 144.00 M1 229,583.33 33,060,000.00

2 Ongkos Pemancangan Tiang 144.00 M1 52,000.00 7,488,000.00

3 Pemotongan kepala tiang pancang 8.00 Titik 50,000.00 400,000.00 4 Pile Cap PI = 9 buah

- Beton K-350 1.45 M3 1,041,063.94 1,509,542.72

- Besi Beton 159 Kg/M3 230.87 Kg 11,051.72 2,551,509.59

- Bekisting 10.56 M2 82,181.57 867,837.36




(Rp.)

JUMLAH HARGA

(Rp.) 5 Dinding Beton t = 20 cm

- Beton K-350 23.59 M3 1,041,063.94 24,558,698.45

- Besi Beton 90 Kg/M3 2,123.14 Kg 11,051.72 23,464,339.59

- Bekisting 235.90 M2 105,300.30 24,840,341.14

6 Lantai Beton ground tank t = 25 cm- Beton K-350 10.00 M3 1,041,063.94 10,410,639.44

- Besi Beton 108 Kq/M3 1,080.00 Kg 11,051.72 11,935,852.91

7 - Bekisting 7.00 M2 96,426.75 674,987.22

Atap beton groundtank t = 10 cm- Beton K-350 5.00 M3 1,041,063.94 5,205,319.72

- Besi Beton 54 Kq/M3 270.00 Kg 11,051.72 2,983,963.23

- Bekisting 50.00 M2 96,426.75 4,821,337.27

8 Lantai kerja 5 cm 1:3:5 2.43 M3 707,462.07 1,719,132.83

9 Pasir urug 10 cm 4.86 M3 127,177.06 618,080.53

Rumah pompa -

10 Galian pondasi batu kali 20.00 m3 41,094.63 821,892.59

11 Urug kembali galian 14.60 m3 13,698.21 199,993.86

12 Lantai kerja 5 cm 1:3:5 1.00 M3 707,462.07 707,462.07

13 Pasir urug 10 cm 2.00 M3 127,177.06 254,354.13

14 Pasangan batu kali 1:4 5.40 M3 567,532.69 3,064,676.54 15 Atap beton rumah pompa t = 10 cm

- Beton K-350 2.50 M3 1,041,063.94 2,602,659.86

- Besi Beton 55 Kq/M3 137.50 Kg 11,051.72 1,519,610.90

16 - Bekisting 25.00 M2 96,426.75 2,410,668.64

Cor beton lantai pompa t = 10 cm- Beton K-350 2.50 M3 1,041,063.94 2,602,659.86

- Besi Beton 55 Kq/M3 137.50 Kg 11,051.72 1,519,610.90

- Bekisting 2.50 M2 96,426.75 241,066.86

17 Kolom 25x25 rumah pompa- Beton K-350 0.96 M3 1,041,063.94 999,421.39

- Besi Beton 228 Kq/M3 219.21 Kg 11,051.72 2,422,646.59

- Bekisting 15.40 M2 96,921.80 1,492,595.77

18 Balok 20x40 atap rumah pompa- Beton K-350 2.30 M3 1,041,063.94 2,394,447.07

- Besi Beton 183 Kg/M3 421.63 Kg 11,051.72 4,659,734.87

- Bekisting 22.80 M2 98,121.48 2,237,169.71

Contoh RAB

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Transcript of Contoh RAB