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Page 1: Ade Document

DAFTAR HARGA SATUAN BAHANNo. Jenis Bahan Bangunan Sat. Harga Satuan

A BAHAN AGREGAT KASAR & BAHAN PEREKAT.

1 Tanah Urug/Setempat m3 75,000.003 Pasir urug m3 65,000.005 Pasir beton m3 60,000.006 Pasir batu ( sirtu ) m3 75,000.0013 Semen zak 51,000.0014 Semen putih kg 2,500.00B BAHAN PENUTUP DINDING

1 Bata merah bh 350.00C BAHAN LOGAM

4 Besi profil siku, rata - rata ex DN- SII kg 6,500.005 Besi profil IWF, rata - rata ex DN-SII kg 6,500.009 Seng BJLS 0.20, l = 55 cm ( 1 rol = 50 m' ) m' 40,000.0010 Seng BJLS 0.30, l = 55 cm ( 1 rol = 50 m' ) m' 22,500.0011 Seng plat BJLS 25 uk. 90 x 180 cm lbr 38,500.0012 Seng plat BJLS 30 uk. 90 x 180 cm lbr 42,500.0013 Seng gelombang BJLS 25 uk. 0.90 x 1.80 m lbr 45,000.0014 Seng gelombang BJLS 30 uk. 0.90 x 1.80 m lbr 55,000.0015 Kawat beton kg 12,500.0019 Almunium plat 0,25 mm ( 1.00 x 2.00 ) lbr 32,500.0020 Almunium plat 0,30 mm ( 1.00 x 2.00 ) lbr 42,500.0021 Paku 1 - 3 cm kg 12,500.0022 Paku uk. 5 - 12 cm kg 11,000.0023 Paku uk. 7,5 - 15 cm kg 11,000.0024 Paku seng kg 16,500.0025 Hak kait asbes 7 cm lengkap bh 500.0030 Besi Hollow 2 x 4 btg 22,500.0031 Besi Hollow 2 x 3 btg 20,000.0013 BAHAN FINISHING.

H Cat dasar tembok, Indo 9000 Sealer Water Base kg 21,500.001 Cat tembok Catylac kg 17,000.002 Cat tembok Mowilex kg 15,000.004 Cat kayu / besi Seiv kg 22,500.005 Cat kayu / besi Avian kg 28,500.0011 Terpentin ( minyak cat ) ltr 5,000.0013 Thiner A ltr 10,500.0014 Thiner B ltr 10,500.0018 Spirtus ltr 12,000.0023 Kertas amplas kayu / tembok Lbr 2,000.0026 kwas 3" - 4" Bh 10,000.0027 Roll cat Bh 25,000.00

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DAFTAR HARGA SATUAN UPAH

No. Jenis Tenaga Kerja Sat. Harga Satuan

1 2 3 4

A UPAH KERJA

1 P e k e r j a Oh 32,500.006 Tukang Besi tiang / Tukang Las Oh 40,000.007 Kepala Tukang Besi tiang / Tukang Las Oh 45,000.00

10 Tukang Cat Oh 40,000.0011 Kepala Tukang Cat Oh 45,000.0016 M a n d o r Oh 55,000.00

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RENCANA ANGGARAN BIAYA

RUMAH DINAS BANK INDONESIA

GOLONGAN MUDA

SAT NO. URAIAN PEKERJAAN VOL

A. PEK. BANGUNAN RUMAH

I. PEKERJAAN PERSIAPAN

1 Pek. Pembersihan Site M2 240.00

2 Pek. Pengukuran Site M2 240.00

3 Direksi keet + Gudang dilengkapi dengan

WC sementara untuk pekerja

tripleks rangka kasau dicat, plafond tripleks, atap Asbes

gelombang dan sarana kerja kantor. Unit 1.00

4 Penyediaan Air Kerja Lot 1.00

5 Penyediaan Listrik Kerja Lot 1.00

6 Pembuatan papan nama proyek Bh 1.00

7 Pembuatan pagar proyek sementara (seng gelombang

rangka & tiang kayu, finish cat (keliling site) M' 35.00

8 Pas. Papan patok ukur (bouwplank) M' 158.00

9 Biaya Pembersihan Site akhir proyek Lot 1.00

10 Biaya Penyemprotan Zat Anti Rayap untuk tanah M2 129.50

11 Biaya Laporan Dokumentasi Photo Proyek Lot 1.00

12 Mobilisasi / demobilisasi Lot 1.00

Sub-Total Pek. Persiapan (I)

II. PEKERJAAN STRUKTUR

2.1. Pek. Galian dan Urugan

1 Pek. Galian tanah

~ Galian tanah Pondasi tapak M3 5.57

~ Galian tanah Pondasi batu kali M3 156.25

2 Pek. Urugan tanah

~ Urugan tanah kembali, pondasi M3 100.40

~ Urugan tanah (dari luar) untuk peninggian level lantai,

dilakukan lapis demi lapis setiap 30 cm dan

dipadatkan dengan mesin pemadat. M3 74.32

~ Urugan tanah (dari luar) untuk peninggian level Taman,

dipadatkan secukupnya. M3 136.00

3 Pek. Urugan Pasir Urug

~ Urugan pasir urug alas pondasi, tbl 10 Cm M3 8.33

~ Urugan pasir urug alas lantai, tbl. 10 Cm (Lt. Dasar) M3 12.31

Sub-Total Galian & Urugan (2.1)

2.2. Pek. Beton Struktur

Lantai 1

1 Pek. Pondasi & sloof

~ Pek. Lantai kerja pondasi tapak & beam M3 0.66

~ Pek. Pondasi tapak P5 M3 0.35

~ Pek. Pondasi tapak P6 M3 0.18

~ Pek. Beton Sloof / Beam, 15/25 M3 4.94

2 Pek. Plat lantai

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~ Pelat lantai, tbl. 8 cm (pertemuan dgn tanah),

tulangan praktis dia. 8-200 (1 lapis), 50 kg/m3 M3 10.80

3 Pek. Balok Plat lantai

~ Balok plat 15/20, Pembesian 170 M3 0.03

~ Balok plat 15/25, Pembesian 175 M3 2.41

~ Balok plat 15/30, Pembesian 180 M3 2.32

~ Balok plat 15/35, Pembesian 185 M3 1.13

~ Balok plat 20/20, Pembesian 200 M3 0.09

4 Pek. Kolom Struktur

~ Kolom Ko (13/50), Pembesian 245 M3 0.26

~ Kolom K1 (13/40), Pembesian 255 M3 0.62

~ Kolom K2 (13/35), Pembesian 240 M3 0.55

~ Kolom K3 (13/30), Pembesian 225 M3 2.14

~ Kolom K4 (13/25), Pembesian 230 M3 0.65

~ Kolom K5 (13/20), Pembesian 215 M3 0.10

~ Kolom Kp (13/13), Pembesian 160 M3 1.15

5 Pek. Beton Tangga

~ Tangga dari R. Tamu ke R. Duduk Atas M3 2.53

6 Pek. Dak beton &beton canopy

~ Dak beton canopy +4000, tbl 20 cm M3 0.33

~ Dak beton canopy +2.650, tbl 20 cm M3 1.91

Lantai 2

1 Pek. Ring Balok

~ Ring balok 15/20, pembesian 200 M3 0.13

~ Ring balok 15/25, pembesian 170 M3 1.50

~ Ring balok 15/30, pembesian 150 M3 2.68

~ Ring balok 15/35, pembesian 130 M3 0.18

~ Ring balok 15/50, pembesian 115 M3 0.23

~ Pelat lantai, tbl. 12 cm M3 13.63

2 Pek. Kolom Struktur

~ Kolom K4 (13/25), Pembesian 170 M3 2.73

~ Kolom K5 (13/20), Pembesian 215 M3 0.21

~ Kolom KT (13/25), Pembesian 170 M3 0.52

3 Pek. plat, topi kosen

~ Dak beton canopy +3.350 M3 0.52

~ Dak beton canopy +7.350 (lt. atap) M3 0.49

Sub-Total Beton Str. (2-2)

2.3. Pek. Beton Non Struktur

Lantai 1

1 Pek. Balok & plat meja beton

~ Beton Meja Dapur / Pantry M3 0.23

Sub-Total Beton Non Str. (2-2)

III. PEKERJAAN PASANGAN

Lantai 1

1 Pas. Pondasi batu kali 1Pc : 5 Psr

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~ Pondasi batu kali P1 M3 3.40

~ Pondasi batu kali P2 M3 0.57

~ Pondasi batu kali P2A M3 2.30

~ Pondasi batu kali P3 M3 5.32

~ Pondasi batu kali P3A M3 5.32

~ Pondasi batu kali P4 M3 18.34

2 Pas. Dinding bata trasraam 1Pc : 3Psr M2 61.39

3 Pas. Dinding bata trasraam 1Pc : 3Psr M2 300.74

Pas. Dinding bata 1Pc : 5Psr

1 Lantai 2

2 Pas. Dinding bata trasraam 1Pc : 3Psr M2 54.74

Pas. Dinding bata 1Pc : 5Psr M2 240.29

Sub-Total Pek. Pasangan (III)

IV. PEKERJAAN METAL

1 Pek. Railing Tangga dari Hall ke ruang duduk

dengan design, bentuk dan ukuran sesuai gambar untuk itu M' 2.78

2 Pek. Railing Void, R. Duduk, dengan design,

dengan design, bentuk dan ukuran sesuai gambar untuk itu M' 3.63

3 Pek. Railing balkon depan

dengan design, bentuk dan ukuran sesuai gambar untuk itu M' 2.78

4 Pek. Railing balkon samping

dengan design, bentuk dan ukuran sesuai gambar untuk itu M' 7.00

5 Pek.Tangga Putar Area Service Unit 1.00

6 Pek.Tangga Monyet, Dak Jemur

ke Water Toren, dengan design, bentuk dan ukuran sesuai

gambar untuk itu Unit 1.00

7 Pek. Hand Rail Dak Jemur M' 0.83

8 Pek. Railing Jendela (type J3), hollow 2/2 dan besi strip

dengan design, bentuk dan ukuran sesuai gambar untuk itu M' 1.60

9 Pek. Railing Jendela (type J6), hollow 2/2 dan besi strip

dengan design, bentuk dan ukuran sesuai gambar untuk itu M' 3.00

10 Pek. Railing Pagar

dengan design, bentuk dan ukuran sesuai gambar untuk itu M' 31.10

11 Pek. Pintu Pagar

dengan design, bentuk dan ukuran sesuai gambar untuk itu M' 3.95

Sub-Total Pek. Metal (IV)

V. PEKERJAAN A T A P

1 Pek. Rangka atap kuda-kuda baja ringan (Type U

Steel Frame) Zink-Alum , sudah termasuk rangka

kuda-kuda, gordeng/reng M2 118.00

2 Pas. Atap Genteng , M2 118.00

3 Alumunium Foil M2 118.00

4 Pas. Genteng Nok / bubungan M' 7.40

5 Pas. Accessories Genteng akhiran nok atas Bh 2.00

6 Pas. Accessories Genteng nok samping kanan & kiri Bh 86.00

7 Pas. Accessories Genteng akhiran nok samping kanan & kiri Bh 4.00

8 Pekerjaan Roof Drain Unit 13.00

9 Pas. Listplank GRC M' 46.50

10 Pas. Waterproofing atap beton M2 55.60

11 Pas. Waterproofing atap beton topi/canopy kosen M2 24.12

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12 Pas. Waterproofing lantai Toilet lantai - 2 M2 5.84

13 Pas. Talang Galvanis 4" (keliling lisplank) M' 14.80

14 Pas. Pipa Talang tegak Galvanis 4" (dari atap ke dak beton) M' 10.00

15 Pas. Atap Ruang Jemur, rangka besi hollow 4/4 dan besi hollow 4/2

bahan penutup polycarbonat,

bentuk dan ukuran sesuai gambar untuk itu M2 8.25

Sub-Total Pekerjaan Atap (V)

VI. PEK. KOSEN, PINTU, JENDELA & GANTUNGAN

1 Pekerjaan Kosen Pintu, type P-1 Unit 1.00

Pengadaan dan pemasangan kosen pintu type P-1,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu Kamper M3 0.06

~ Pintu panel kayu Kamper M2 5.12

~ Pull Handle ex Wlka - Art PH 243 Set 2.00

~ Mortise Lock Set 1.00

~ Cylinder Set 1.00

~ Cylinder Cover Escutheon Set 1.00

~ Engsel Pintu Set 6.00

~ Flush Bolt Set 1.00

~ Flush Bolt Set 1.00

~ Door Stoper Set 2.00

2 Pekerjaan Kosen Pintu, type P-2 Unit 2.00

Pengadaan dan pemasangan kosen pintu type P-2,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu kamper M3 0.06

~ Pintu Kaca (tanpa kaca) rangka kamper 4/12 M2 1.52

~ Kaca Polos tebal 5 mm, M2 3.13

~ Pull Handle Set 2.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 6.00

~ Flush Bolt Bh 1.00

~ Flush Bolt Bh 1.00

~ Door Stoper Bh 2.00

3 Pekerjaan Kosen Pintu, type P-2' Unit 1.00

Pengadaan dan pemasangan kosen pintu type P-2',

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu kamper M3 0.05

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~ Pintu Kaca (tanpa kaca) rangka kamper 4/12 M2 1.40

~ Kaca Polos tebal 5 mm, M2 2.50

~ Pull Handle Set 2.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 6.00

~ Flush Bolt Bh 1.00

~ Flush Bolt Bh 1.00

~ Door Stoper Bh 2.00

4 Pekerjaan Kosen Pintu, type P-3 Unit 4.00

Pengadaan dan pemasangan kosen pintu type P-3

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu Kamper M3 0.044

~ Pintu Rangka Kayu Kamper M2 1.92

~ Lever Handle Set 1.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 3.00

~ Door Stoper Bh 1.00

5 Pekerjaan Kosen Pintu, type P-4 Unit 3.00

Pengadaan dan pemasangan kosen pintu type P-4

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu Kamper M3 0.013

~ Pintu semi panel kayu kamper M2 1.68

~ Lever Handle Set 1.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 3.00

~ Door Stoper Bh 1.00

6 Pekerjaan Kosen Pintu, type P-5 Unit 1.00

Pengadaan dan pemasangan kosen pintu type P-5,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu kamper M3 0.029

~ Pintu kreyak kayu kamper M2 1.05

~ Lockset Series Set 1.00

~ Ecoline Hinge Bh 2.00

~ Door Stoper Bh 1.00

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7 Pekerjaan Kosen Pintu, type P-6 Unit 1.00

Pengadaan dan pemasangan kosen pintu type P-6

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu Kamper M3 0.043

~ Pintu semi panel kayu kamper M2 1.68

~ Lever Handle Set 1.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 3.00

~ Door Stoper Bh 1.00

8 Pekerjaan Kosen Pintu, type P-7 Unit 1.00

Pengadaan dan pemasangan kosen pintu type P-7

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu kamper M3 0.04

~ Pintu Rangka Kayu Double Teakwood M2 1.50

~ Lever Handle Set 1.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 3.00

~ Door Stoper Bh 1.00

9 Pekerjaan Kosen Pintu, type P-8 Unit 3.00

Pengadaan dan pemasangan kosen pintu type P-8

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen dan pintu PVC unit 1.00

~ Lockset Series Set 1.00

~ Engsel ex.Pintu PVC Bh 3.00

10 Pekerjaan Kosen Pintu, type PJ-1 Unit 1.00

Pengadaan dan pemasangan kosen pintu type PJ-1

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu Kamper M3 0.11

~ Pintu Kaca (tanpa kaca) rangka kayu 4/12 M2 1.20

~ Jendela Kaca (tanpa kaca) rangka kayu 4/12 M2 1.02

~ Kaca Polos tebal 5 mm, M2 5.00

~ Pull Handle Set 2.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 6.00

~ Ecoline Hinge Bh 4.00

~ Flush Bolt Bh 1.00

~ Flush Bolt Bh 1.00

~ Rambuncis Bh 4.00

~ Door Stoper Bh 2.00

~ Hak Angin Bh 4.00

11 Pekerjaan Kosen Pintu, type PJ-2 Unit 1.00

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Pengadaan dan pemasangan kosen pintu type PJ-2

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu Kamper M3 0.06

~ Pintu Rangka Kayu Double Teakwood M2 1.50

~ Jendela Kaca (tanpa kaca) rangka kayu 4/12 M2 0.31

~ Kaca Polos tebal 5 mm, M2 0.73

~ Lever Handle Set 1.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 3.00

~ Ecoline Hinge Bh 2.00

~ Rambuncis Bh 1.00

~ Door Stoper Bh 1.00

~ Hak Angin Bh 1.00

12 Pekerjaan Kosen Pintu, type PJ-3 Unit 1.00

Pengadaan dan pemasangan kosen pintu type PJ-3

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu Kamper M3 0.07

~ Pintu semi panel kayu kamper M2 1.68

~ Jendela Kaca (tanpa kaca) rangka kayu 4/12 M2 0.28

~ Kaca Polos tebal 5 mm, M2 0.66

~ Lever Handle Set 1.00

~ Mortise Lock Set 1.00

~ Cylinder Set 1.00

~ Cylinder Cover Escutheon Set 1.00

~ Ecoline Hinge Set 3.00

~ Ecoline Hinge Set 2.00

~ Rambuncis Set 1.00

~ Door Stoper Set 1.00

~ Hak Angin Set 1.00

13 Pekerjaan Kosen Pintu, type PJ-4 Unit 1.00

Pengadaan dan pemasangan kosen pintu type PJ-4

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu kamper M3 0.09

~ Pintu semi panel kayu kamper M2 1.68

~ Jendela Kaca (tanpa kaca) rangka kayu 4/12 M2 0.62

~ Kaca Polos tebal 5 mm, M2 1.26

~ Lever Handle Set 1.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 3.00

~ Ecoline Hinge Bh 2.00

~ Rambuncis Bh 1.00

~ Door Stoper Bh 1.00

~ Hak Angin Bh 1.00

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14 Pekerjaan Kosen Pintu, type PJ-5 Unit 1.00

Pengadaan dan pemasangan kosen pintu type PJ-5

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen kayu 5/15, kayu kamper M3 0.13

~ Pintu semi panel kayu kamper M2 1.48

~ Jendela Kaca (tanpa kaca) rangka kayu 4/12 M2 1.38

~ Kaca Polos tebal 5 mm, M2 5.75

~ Lever Handle Set 1.00

~ Mortise Lock Bh 1.00

~ Cylinder Bh 1.00

~ Cylinder Cover Escutheon Bh 1.00

~ Ecoline Hinge Bh 3.00

~ Ecoline Hinge Bh 2.00

~ Rambuncis Bh 1.00

~ Door Stoper Bh 1.00

~ Hak Angin Bh 1.00

15 Pekerjaan Pintu Garasi P-G Unit 1.00

Pengadaan dan pemasangan kosen pintu type P-G,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

- Kosen kayu 5/15, kayu kamper M3 0.06

- Pintu kayu semi panel kamper M2 6.00

- Rangka besi hollow 40x40 M' 19.20

- Aksesoris sliding door lengkap, Set 1.00

16 Pekerjaan Kosen Jendela, type J-1 Unit 1.00

Pengadaan dan pemasangan kosen Jendela, type J-1,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 8.10

~ Jendela Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 7.70

~ Kaca Polos tebal 5 mm, M2 2.25

~ Friction Stay Bh 2.00

~ Casement Handle (Rambuncis) Bh 1.00

17 Pekerjaan Kosen Jendela, type J-2 Unit 2.00

Pengadaan dan pemasangan kosen Jendela, type J-2,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 7.10

~ Jendela Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 6.70

~ Kaca Polos tebal 5 mm, M2 0.91

~ Friction Stay Bh 2.00

~ Casement Handle (Rambuncis) Bh 1.00

18 Pekerjaan Kosen Jendela, type J-3 Unit 1.00

Pengadaan dan pemasangan kosen Jendela, type J-3,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 9.10

~ Jendela Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 14.40

~ Kaca Polos tebal 5 mm, M2 3.160

~ Friction Stay Bh 4.00

~ Casement Handle (Rambuncis) Bh 2.00

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19 Pekerjaan Kosen Jendela, type J-3' Unit 2.00

Pengadaan dan pemasangan kosen Jendela, type J-3',

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 8.50

~ Jendela Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 13.20

~ Kaca Polos tebal 5 mm, M2 2.800

~ Friction Stay Bh 4.00

~ Casement Handle (Rambuncis) Bh 2.00

20 Pekerjaan Kosen Jendela, type J-4 Unit 1.00

Pengadaan dan pemasangan kosen Jendela, type J-4,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 4.50

~ Jendela Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 4.10

~ Kaca Polos tebal 5 mm, M2 0.67

~ Friction Stay Bh 2.00

~ Casement Handle (Rambuncis) Bh 1.00

21 Pekerjaan Kosen Jendela, type J-5 Unit 1.00

Pengadaan dan pemasangan kosen Jendela, type J-5,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 17.50

~ Jendela Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 7.60

~ Kaca Polos tebal 5 mm, M2 4.250

~ Friction Stay Bh 4.00

~ Casement Handle (Rambuncis) Bh 2.00

22 Pekerjaan Kosen Jendela, type J-6 Unit 1.00

Pengadaan dan pemasangan kosen Jendela, type J-6,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 14.55

~ Jendela Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 6.70

~ Kaca Polos tebal 5 mm, M2 7.22

~ Friction Stay Bh 2.00

~ Casement Handle (Rambuncis) Bh 1.00

23 Pekerjaan Kosen Jendela, type BV-1 Unit 2.00

Pengadaan dan pemasangan kosen Jendela, type BV-1,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 4.850

~ Bovenlight Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 2.20

~ Kaca Polos tebal 5 mm, M2 0.74

~ Friction Stay Bh 2.00

~ Casement Handle (Rambuncis) Bh 1.00

24 Pekerjaan Kosen Bovenlight, type BV-2 Unit 1.00

Pengadaan dan pemasangan kosen Bovenlight, type BV-2,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 2.40

~ Bovenlight Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 2.00

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~ Kaca Polos tebal 5 mm, M2 0.12

~ Friction Stay Bh 2.00

~ Casement Handle (Rambuncis) Bh 1.00

25 Pekerjaan Kosen Bovenlight, type BV-3 Unit 1.00

Pengadaan dan pemasangan kosen Bovenlight, type BV-3,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 2.90

~ Bovenlight Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 2.50

~ Kaca Polos tebal 5 mm, M2 0.20

~ Friction Stay Bh 2.00

~ Casement Handle (Rambuncis) Bh 1.00

26 Pekerjaan Kosen Jendela, type BV-4 Unit 2.00

Pengadaan dan pemasangan kosen Jendela, type BV-4,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 4.00

~ Bovenlight Kaca (tanpa kaca) Rangka Alumunium Fin.Powder Coating M' 4.50

~ Kaca Polos tebal 5 mm, M2 0.31

~ Friction Stay Bh 2.00

~ Casement Handle (Rambuncis) Bh 1.00

27 Pekerjaan Kosen Louvre Grill, type LG Unit 2.00

Pengadaan dan pemasangan kosen Louvre Grill, type LG,

lengkap unit set, dengan rincian dan spesifikasi sbb. :

~ Kosen Alumunium 3" Fin.Powder Coating M' 8.20

~ Sirip Kisi-kisi Alumunium t=1mm Fin.Powder Coating M2 1.70

28 Pekerjaan Kisi-kisi Hollow (pada tampak depan) Lihat gambar

( Kisi-kisi besi hollow uk 20x40x1 mm dengan frame besi hollow

uk 40x40x1 mm fin.cat besi )

- Tipe 1 ukuran 45x60 cm Unit 2.00

- Tipe 2 uk.45x175 cm Unit 1.00

- Tipe 3 ukuran 45x277,5 cm Unit 1.00

Sub-Total Pekerjaan Kusen (VI)

VII. PEKERJAAN FINISHING

7.1. Finishing Dinding

1 Pas. Plesteran + acian beton, 1Pc : 3Psr M2 6.60

2 Pas. Plesteran + acian dinding bata, 1Pc : 3Psr M2 196.30

3 Pas. Plesteran + acian dinding bata, 1Pc : 5Psr M2 846.02

4 Pas. Dinding Batu Andesit 10/30, finish coating anti Fungi M2 42.66

5 Finishing Dinding Meja Dapur

~ Keramik Mulia 20/20 M2 2.73

~ Keramik list 6/20 Bh 21.00

6 Finishing Dinding KM/WC Pembantu

~ Keramik Roman 20/20 M2 7.96

7 Finishing Dinding KM/WC Utama

~ Keramik Tile 33x50cm, M2 11.46

~ Keramik Tile 33x50cm, M2 6.96

Page 13: Ade Document

~ Keramik Tile 33x50cm, M2 2.97

8 Finishing Dinding Powder Room

~ Keramik 25x33cm, M2 9.58

~ Keramik 25x33cm, M2 4.05

9 Finishing Dinding KM/WC Lt. 2

~ Keramik 25x33cm, M2 12.80

~ Keramik 25x33cm, M2 8.20

10 Finishing Reflecting Pool

Pas. Dinding Batu Andesit Bakar 10x20cm, finish couting anti Fungi M2 4.35

Sub-Total Finishing Dinding (7.1)

7.2. Finishing Lantai

1 Pas. Lantai Keramik 40/40,

1. Finishing Lantai R. Tamu

~ Lantai Ceramic Tile 40x40 cm, M2 15.13

~ Plint Ceramic Tile 10x40, M' 16.00

2. Finishing Lantai Hall

~ Lantai Ceramic Tile 40x40 cm, M2 3.42

~ Plint Ceramic Tile 10x40, M' 4.80

3. Finishing Lantai R.Keluarga & R. Makan

~ Lantai Ceramic Tile 40x40 cm, M2 26.50

~ Plint Ceramic Tile 10x40, M' 14.20

4. Finishing Lantai R. Tidur Utama + WIC

~ Lantai Ceramic Tile 40x40 cm, M2 17.90

~ Plint Ceramic Tile 10x40, M' 18.75

5. Finishing Lantai R. Dapur

~ Lantai Ceramic Tile 40x40 cm, M2 5.24

~ Plint Ceramic Tile 10x40, M' 7.70

6. Finishing Lantai R. Tidur Anak 01

~ Lantai Ceramic Tile 40x40 cm, M2 12.00

~ Plint Ceramic Tile 10x40, M' 13.50

7. Finishing Lantai R. Tidur Anak 02

~ Lantai Ceramic Tile 40x40 cm, M2 11.00

~ Plint Ceramic Tile 10x40, M' 10.85

8. Finishing Lantai R. Tidur Tamu

~ Lantai Ceramic Tile 40x40 cm, M2 13.86

~ Plint Ceramic Tile 10x40, M' 13.90

9. Finishing Lantai R. Duduk Lt. 2

~ Lantai Ceramic Tile 40x40 cm, M2 12.70

~ Plint Ceramic Tile 10x40, M' 8.28

10. Finishing Lantai Tangga Utama

~ Lantai Ceramic Tile 40x40 cm, M2 23.84

2 Pas. Lantai Keramik Service 33.3/33.3,

1. Finishing Lantai Garasi

~ Lantai Ceramic Tile 33.3x33.3 cm, M2 14.01

~ Plint Ceramic Tile 10x33.3, M' 11.75

2. Finishing Lantai R. Genset

~ Lantai Ceramic Tile 33.3x33.3 cm, M2 6.05

~ Plint Ceramic Tile 10x33.3, M' 10.45

3. Finishing Lantai K.Tidur Pembantu

~ Lantai Keramik Tile 33.3x33.3, M2 4.55

Page 14: Ade Document

~ Plint Ceramic Tile 10x33.3, M' 7.95

4. Finishing Lantai R. Setrika/ Gudang

~ Lantai Keramik Tile 33.3x33.3, M2 3.07

~ Plint Ceramic Tile 10x33.3, M' 6.10

3 Pek. Lantai Ceramic Tile 33x33 cm

1. Finishing Lantai Teras Depan

~ Lantai Keramik Tile 33.3x33.3, M2 5.95

2. Finishing Lantai Teras Samping

~ Lantai Keramik Tile 33.3x33.3, M2 7.34

3. Finishing Lantai Balkon Depan

~ Lantai Keramik Tile 33.3x33.3, M2 2.35

4 Pek. Lantai Ceramic Tile KM 33x33 cm

1. Finishing Lantai Balkon Samping

~ Lantai Keramik Tile 33.3x33.3, M2 14.17

2. Finishing Lantai K. Mandi Utama

~ Lantai Keramik Tile 33.3x33.3, M2 3.75

3. Finishing Lantai Powder Room

~ Lantai Keramik Tile 33.3x33.3, M2 1.85

4. Finishing Lantai K. Mandi Lt. Atas

~ Lantai Keramik Tile 33.3x33.3, M2 3.89

4 Pas. Lantai Keramik 20/20,

1. Finishing Lantai K.Mandi Pembantu

~ Keramik Mulia 20x20 cm, M2 1.95

2. Finishing Lantai T. Cuci

~ Keramik Mulia 20x20 cm, M2 2.30

5 Pas. Lantai Batu Andesit Bakar 20/20

1. Finishing Lantai Reflekting pool M2 3.89

Sub-Total Finishing Lantai (7.2)

7.3. Finishing Plafond

1 Pas. Plafond gypsum board tebal 9mm,

termasuk rangka hollow 40.40 & 40.20 berikut gantungan.

Area Lantai Dasar

a. Area Teras Depan M2 4.79

~ Nat pinggir plafond (alumunium strip) M' 10.70

b. Area R. Tamu M2 12.90

~ Nat pinggir plafond (alumunium strip) M' 14.40

c. Area R. Hall M2 3.42

~ Nat pinggir plafond (alumunium strip) M' 3.42

d. Area R. Keluarga & R. Makan M2 24.39

~ Nat pinggir plafond (alumunium strip) M' 2.75

e. Area R. Dapur M2 5.13

~ Nat pinggir plafond (alumunium strip) M' 9.25

f. Area R. Teras Samping M2 10.82

~ Nat pinggir plafond (alumunium strip) M' 15.40

g. Area R. Garasi M2 13.45

~ Nat pinggir plafond (alumunium strip) M' 15.25

h. Area Teras Belakang M2 1.95

~- Nat pinggir plafond (alumunium strip) M' 5.75

i. Area Tangga Utama M2 1.25

~ Nat pinggir plafond (alumunium strip) M' 4.50

j. Area R. Tidur Utama + WIC M2 17.50

Page 15: Ade Document

~ Nat pinggir plafond (alumunium strip) M' 22.15

Area Lantai Atas

a. Area R. Tidur Pembantu M2 4.44

~ Nat pinggir plafond (alumunium strip) M' 8.75

b. Area R. Tidur Tamu M2 13.86

~ Nat pinggir plafond (alumunium strip) M' 14.90

c. Area R. Duduk + Koridor + Void M2 18.41

~ Nat pinggir plafond (alumunium strip) M' 18.40

d. Area R. Tidur Anak 1 M2 12.00

~ Nat pinggir plafond (alumunium strip) M' 14.40

e. Area R. Tidur Anak 2 M2 10.90

~ Nat pinggir plafond (alumunium strip) M' 13.25

f. Area R. Setrika / Gudang M2 2.96

~ Nat pinggir plafond (alumunium strip) M' 6.90

2 Pas. Plafond GRC board tebal 6mm,

termasuk rangka hollow 40.40.2 berikut gantungan.

a. Area K. Mandi Utama M2 3.75

~ Nat pinggir plafond (alumunium strip) M' 7.75

b. Area R. Powder Room M2 3.61

~ Nat pinggir plafond (alumunium strip) M' 11.30

c. Area R. KM/WC Pembantu M2 1.95

~ Nat pinggir plafond (alumunium strip) M' 5.75

d. Area R. KM/WC Lt. Atas M2 3.89

~ Nat pinggir plafond (alumunium strip) M' 7.90

e. Area Tritisan atap utama M2 36.03

f. Area Tritisan atap R.Tidur Utama M2 3.78

3 Pek. Acian plafond beton expose

~ Canopy Carport M2 5.85

~ Canopy teras depan M2 4.08

~ Canopy selasar garasi M2 2.14

~ Area R.Genset M2 4.50

~ Canopy R.Tidur Anak 01 M2 4.15

~ Canopy Balkon M2 3.05

~ Canopy R.Tidur Pembantu M2 0.34

~ Canopy Area Service M2 2.05

~ Canopy KM/WC Pembantu M2 0.34

~ Area Teras Samping M2 3.80

~ Area Balkon Samping M2 25.00

Sub-Total Finishing Plafond (7.3)

7.4. Finishing Pengecatan

1 Pek. Cat Melamik kosen kayu 5/15 M' 105.95

2 Pek. Cat melamik pintu kayu kamper type P1 M2 10.23

3 Pek. Cat melamik pintu kaca kayu kamper (tanpa kaca) type P2 M2 6.00

4 Pek. Cat melamik pintu kayu kamper type P3 M2 15.36

5 Pek. Cat melamik pintu kayu lapis melaminto type P4 M2 10.08

6 Pek. Cat melamik pintu krepyak kayu kamper type P5 M2 2.10

7 Pek. Cat melamik pintu kayu kamper type P6 M2 3.36

8 Pek. Cat melamik pintu double teakwood type P7 M2 3.01

9 Pek. Cat pintu kayu & besi type PG M2 12.00

10 Pek. Cat melamik pintu & daun jendela kayu kamper type PJ1 M2 4.44

11 Pek. Cat melamik pintu double teakwood &

Page 16: Ade Document

daun jendela kayu kamper type PJ2 M2 3.64

12 Pek. Cat melamik pintu & daun jendela kayu kamper type PJ3 M2 3.92

13 Pek. Cat melamik pintu & daun jendela kayu kamper type PJ4 M2 4.60

14 Pek. Cat tembok, Listplank GRC , M' 51.15

15 Pek. Cat tembok dinding luar, M2 355.43

16 Pek. Cat tembok dinding dalam, M2 490.59

17 Pek. Cat tembok plafond gypsum, M2 158.98

18 Pek. Cat tembok plafond Tritisan, M2 42.30

Sub-Total Finishing Cat (7.4)

VIII PEK. PERLENGKAPAN SANITAIR

1 Closet duduk Bh 4.00

2 Pas. Wastafel Meja

~ Wastafel Bh 3.00

3 Finishing Top Meja Wastafel

~ Kaca Sandblast Meja Wastafel Toilet Utama (t=10mm)

ukuran 84,75 x 60 cm Unit 1.00

~ Penjepit Kaca Bh 4.00

~ Kaca Sandblast Meja Wastafel Powder Room (t=10mm)

ukuran 95 x 60 cm Unit 1.00

~ Penjepit Kaca Bh 4.00

~ Kaca Sandblast Meja Wastafel Toilet Lt.Atas (t=10mm)

ukuran 90 x 60 cm Unit 1.00

~ Penjepit Kaca Bh 4.00

4 Pas. Cermin Wastafel

~ Cermin Wastafel, ukuran 100 x 95 cm, Powder Room Unit 1.00

~ Cermin Wastafel, ukuran 100 x 66 cm, Toilet Lt.Atas Unit 1.00

~ Cermin Wastafel, ukuran 100 x 66 cm, Toilet Utama Unit 1.00

5 Meja Dapur

~ Keramik 20/20 , Top Meja Dapur M2 2.34

~ Zink Dapur 1 Lubang, Bh 1.00

~ Faucet Bh 1.00

6 Shower Set Bh 2.00

Shower Set Bh 1.00

7 Shower Spray Bh 3.00

Shower Spray Bh 1.00

8 Soap Holder

~ Type tanam Bh 2.00

~ Type tanam Bh 1.00

9 Towel Bar Bh 2.00

10 Towel Ring Bh 3.00

11 Paper Holder Bh 3.00

12 Roob Hook Bh 4.00

13 Floor Drain Bh 4.00

14 Kran Taman Bh 1.00

Sub-Total Pek. Per. Sanitair (VIII)

IX. PEKERJAAN MEKANIKAL

9.1. Pekerjaan Air Bersih

9.1.1 Pek. Instalasi Air Dingin

1 Pek. Instalasi Air Bersih/air dingin, lengkap dengan fitting,

support, hanger dll, bahan pipa PVC klass AW

Page 17: Ade Document

dengan ukuran sesuai gambar untuk itu. Lot 1.00

9.1.2 Pek. Instalasi Air Panas

1 Pek. Instalasi Air Panas, lengkap dengan fitting, support,

hanger dll, bahan pipa khusus air panas (Poly Propilline)

dengan ukuran sesuai gambar untuk itu. Lot 1.00

9.1.3 Pekerjaan Peralatan

1 Pembuatan sumur air bersih, sumur bor untuk Jet Pump dengan Lot 1.00

kedalaman cukup , sampai didapat debit air cukup dan layak

untuk minum (test laboratorium)

2 Pas pompa sedot dari sumur bor, type Jet Pump 250 W Unit 1.00

lengkap dengan instalasinya sampai ke

Water Torn diatas dakatap beton

3 Pas. Pompa transfer 250 W, dari Ground Tank ke

Water Torn lengkap dengan pipa instalasinya. Unit 1.00

4 Pas. Pompa booster 150 W, untuk mendorong

ke seluruh jaringan pipa. Unit 1.00

5 Pas. Filter Air, untuk menyaring air dari sumber Sumur Bor

dan sumber air dari Groundtank. Unit 1.00

6 Pas. Tangki Air kav. 1.000 liter (Fibreglass), lengkap terma-

suk dudukannya dari rangka besi (sesuai gambar). Unit 1.00

7 Pembuatan Ground Tank (dengan konstruksi sesuai gam-

bar untuk itu) dengan kapasitas 1.500 liter. Unit 1.00

8 Pas. Alat Pemanas Air (Indirect Heating) Kap. Minimal 150 Ltr Unit 1.00

9 Pipa PVC class AW, dia. 3/4" M' 78.60

10 Pas. Pipa Hyder GIP dia 4" Unit 1.00

11 Pas. Stop Kran dia. 1 " Bh 16.00

Sub-Total Pek. Air Bersih (9.1)

9.2. Pekerjaan Air Kotor

1 Pek. Instalasi Air Kotor (WC) dan Air Bekas / buangan,

bahan dari pipa PVC klass AW, ukuran sesuai gambar. Lot 1.00

2 Pek. Pembuatan Septictank (Type I), konstruksi lantai dan

tutup atas dari beton tulang, dinding dari pas. bata 1 : 3,

bentuk dan ukuran sesuai gambar untuk itu, lengkap ter-

masuk instalasi pipa dan rembesannya. Unit 1.00

Sub-Total Pek. Air Kotor (9.2)

X. PEKERJAAN ELEKTRIKAL

10.1. Pekerjaan Listrik

10.1.1 Pekerjaan Panel

1 Pengadaan & pemasangan Panel Penerangan & AC, lantai

Dasar, Box terbuat dari plat besi 2 mm, ukuran 40x60 Cm,

finish cat bakar warna abu-abu standart panel, dengan

rincian dan spesifikasi sebagai berikut :

~ Box panel,termasuk rell dudukan MCB,Pilot Lamp,

Amper meter, volt meter. Unit 1.00

~ MCCB , 16 A ( 1 Phasa ) Bh 1.00

~ MCCB , 10 A ( 1 Phasa ) u/. Ke Lt.2 Bh 1.00

~ MCB , 4 A ( 1 Phasa ) Bh 7.00

Page 18: Ade Document

2 Pengadaan & pemasangan Panel Penerangan & AC, lantai

Dua, Box terbuat dari plat besi 2 mm, ukuran 40x60 Cm,

finish cat bakar warna abu-abu standart panel, dengan

rincian dan spesifikasi sebagai berikut :

~ Box panel,termasuk rell dudukan MCB,Pilot Lamp,

Amper meter, volt meter. Unit 1.00

~ MCB , 4 A ( 1 Phasa ) Bh 7.00

3 Pek. Grounding Panel Normal (gabung untuk panel lantai

1, 2 & 3), dengan menggunakan kabel BC 6 mm2, tahanan

mencapai dibawah 1 ohm, voltase 1 volt. Lot 1.00

10.1.2 Pekerjaan Instalasi Listrik

(Kabel kelompok 4 besar : Supreme, Kabel metal,

Kabelindo atau Tranka Cabel)

1 Pas. Kabel Tupoer NYM 3 x 10 mm2, dari KWH PLN

ke Panel Lantai-1 M' 3.00

2 Pas. Kabel Tupoer NYM 3 x 6 mm2, dari Panel lantai-1

ke Panel Lantai-2 M' 8.00

3 Pas. Instalasi titik Lampu Taman, kabel NYM 2 x 2,5 mm2

dalam pipa PVC Ttk 1.00

4 Pek.Instalasi titik lampu penerangan Ttk 40.00

5 Pek.Instalasi titik Stop Kontak biasa Ttk 24.00

6 Pek.Instalasi titik Saklar lampu Ttk 23.00

7 Pek.Instalasi titik Stop Kontak Pompa Ttk 3.00

10.1.3 Pek. Armatur (lampu, st.kontak & saklar)

1 Pek. Armatur Lampu

~ Lampu Taman,18W Bh 1.00

~ Lampu Down Light, Bh 32.00

~ Lampu TL 1 x 18 W, Outbow Bh 4.00

~ Lampu TL 1 x 18 W, Bh 3.00

~ Lampu TL 1 x 36 W, Bh 1.00

~ Lampu Dinding, Bh 2.00

2 Pek. Armatur Stop kontak & Saklar

~ Power Socket 100W, Bh 24.00

~ Power Socket pompa air 250W, Bh 3.00

~ Power Socket AC 750, Bh 4.00

~ Single Switch 10A, Bh 10.00

~ Double Switch 10A, Bh 11.00

~ Saklaar Hotel 10A, Bh 2.00

Sub-Total Pek. Listrik (10.1)

10.2. Pek. Penangkal Petir

Pengadaan dan pemasangan Penangkal Petir, lengkap

Air terminal, Grounding 2 Ohm + bak kontrol, pengkabelan

dengan kabel BC 35 mm2 dan joint connection. Lot 1.00

Sub-Total Pek. P. Petir (10.2)

Page 19: Ade Document

10.3. Pekerjaan Telepon

~ Terminal Box dengan 10 pair Bh 1.00

~ Instalasi Telepon Ttk 2.00

~ Telepon outlet, Bh 2.00

Sub-Total Pek. Tlepon (10.3)

10.4. Pekerjaan Antena TV

~ Instalasi Antena TV Ttk 6.00

~ Outlet TV, Bh 6.00

Sub-Total Pek. Antena TV (10.4)

B. PEK. BANGUNAN LUAR

1.1. Pek. Saluran & Resapan air hujan

1 Pek. Saluran penghubung pipa air hujan

~ Pipa PVC class AW, dia. 3" M' 80.50

~ Pipa PVC class AW, dia. 6" M' 86.90

2 Pek. Bak Kontrol, dari konstruksi beton tulang,

bentuk dan ukuran sesuai gambar untuk itu. Unit 5.00

3 Pek. Sumur Resapan air hujan, dengan konstruksi,

bentuk dan ukuran sesuai gambar untuk itu. Unit 1.00

Sub-Total Pek. Sal. & Res. air hujan (1.1)

1.2. Pek. Pengerasan Halaman

1 Pek. Lantai carpot

~ Pas. Rabat beton M2 12.58

~ Pas. Koral Sikat Carport M2 4.47

2 Pek. Stepping Stone M2 2.64

Sub-Total Pek. Pengerasan Halamn (1.2)

1.3. Pek. Halaman & Taman

1 Pek. Tanaman rumput

~ Penanaman rumput, termasuk urugan tanah humus,

perabukan dan perawatan. M2 135.60

Sub-Total Pek. Halaman (1.3)

1.4. Pekerjaan Lain-Lain

1 Pek. Tiang Bendera, bahan stainless steel tinggi 6 M,

lengkap unit set sesuai gambar untuk itu. Unit 1.00

2 Pek. Jalan Luar/Lingkungan

- Pengukuran dan pemasangan bowplank Lot 1.00

- Galian tanah kedalaman 40 cm m3 36.80

- Perataan dan pemadatan tanah m2 92.00

- Urugan sirtu padat m3 24.06

- Urugan Abu Batu m3 14.44

- Pasangan paving blok 10x20 tebal 7-8 cm m2 92.00

- Pas. Kanstin dan cor beton 0.15x0.30x23 m3 1.04

- Perataan tanah samping jalan kanan kiri depan pagar m2 52.00

- Tanaman rumput gajah m2 52.00

Sub-Total Pek. Lain-lain (1.4)

Page 20: Ade Document

C. PEK. CANOPY CARPOT

1.1. Pek. Pondasi

1 Galian tanah Pondasi batu kali M3 1.80

2 Urugan tanah kembali, pondasi M3 1.80

3 Urugan pasir urug alas pondasi, tbl 10 Cm M2 0.15

4 Pas. Pondasi batu kali 1Pc : 5 Psr M3 1.28

5 Pek. Beton Sloof 15/25 M3 0.19

Sub-Total Pek.Pondasi (1.1)

1.2. Pek. Dinding

1 Pek. Kolom Struktur

Kolom K3 (13/30), Pembesian 225 M3 0.60

Kolom K6 (30/30), Pembesian 240 M3 0.47

2 Pas. Dinding bata 1Pc : 5Psr M2 5.75

3 Pas. Plesteran + acian dinding bata, 1Pc : 5Psr M2 11.50

4 Pas. Plesteran + acian beton, 1Pc : 5Psr M2 14.28

5 Pek. Cat tembok dinding dan kolom canopy, Mowilex M2 25.78

6 Pek. Atap Ruang Jemur, rangka besi hollow 4/4 lapis besi plat

bahan penutup polycarbonat,

bentuk dan ukuran sesuai gambar untuk itu M2 11.50

7 Pek. Cat Besi pada besi plat M2 9.23

8 Pek. Balok

Pek. Balok 13/20 M3 0.05

Pek. Balok 30/30 M3 0.32

Sub-Total Pek. Dinding (1.2)

D. PEK. BANGUNAN PAGAR

1.1. Pek. Pondasi

1 Galian tanah Pondasi beton sloof M3 3.58

2 Urugan tanah kembali, pondasi M3 1.43

3 Urugan pasir urug alas pondasi, tbl 10 Cm M2 2.09

4 Pek. Beton Sloof 15/25 M3 1.35

5 Pas. Pondasi batu kali P2A M3 9.00

Sub-Total Pek. Pondasi (1.1)

1.2. Pek. Dinding

1 Pas. Dinding bata 1Pc : 5Psr M2 49.66

2 Pas. Plesteran + acian dinding bata, 1Pc : 5Psr M2 61.33

3 Pek. Cat tembok dinding luar, M2 61.33

4 Pek. Cat Texture dinding luar, M2 0.46

5 Pas. Dinding Batu Templek hitam irregullar, finish coating anti Fungi M2 1.50

6 Pas. Besi Plat Penutup Bak Sampah M2 0.74

7 Pek.Nomor Rumah stainless steel t=10 cm Unit 1.00

8 Pek.Kotak Pos Besi Plat lapis stainless steel Unit 1.00

Sub-Total Pek. Dinding (1.2)

Page 21: Ade Document

RENCANA ANGGARAN BIAYA

RUMAH DINAS BANK INDONESIA

GOLONGAN MUDA

HARGA JUMLAH

SATUAN HARGA

(Rp) (Rp)

5,000.00 1,200,000.00

1,600.00 384,000.00

5,000,000.00 5,000,000.00

500,000.00 500,000.00

2,500,000.00 2,500,000.00

250,000.00 250,000.00

-

5,000.00 790,000.00

1,500,000.00 1,500,000.00

7,500.00 971,250.00

1,000,000.00 1,000,000.00

1,500,000.00 1,500,000.00 2.5

Sub-Total Pek. Persiapan (I) 15,595,250.00 3.0337

25,700.00 143,149.00

31,700.00 4,953,125.00

11,000.00 1,104,400.00

92,600.00 6,882,032.00

92,600.00 12,593,600.00

97,000.00 808,010.00

97,000.00 1,194,070.00

Sub-Total Galian & Urugan (2.1) 27,678,386.00 5.3842

220,200.00 144,671.40

846,800.00 292,146.00

846,800.00 152,424.00

846,800.00 4,183,192.00

Page 22: Ade Document

1,499,300.00 16,192,440.00

1,135,400.00 34,062.00

1,158,800.00 2,793,866.80

1,182,200.00 2,742,704.00

1,205,600.00 1,362,328.00

1,275,800.00 114,822.00

1,587,400.00 412,724.00

1,634,200.00 1,013,204.00

1,564,000.00 860,200.00

1,493,800.00 3,196,732.00

1,517,200.00 986,180.00

1,447,000.00 144,700.00

1,156,500.00 1,329,975.00

1,307,800.00 3,310,368.75

1,188,100.00 395,637.30

1,188,100.00 2,266,300.75

1,135,400.00 147,602.00

1,158,800.00 1,738,200.00

1,182,200.00 3,168,296.00

1,205,600.00 217,008.00

1,275,800.00 287,055.00

1,188,100.00 16,193,803.00

1,517,200.00 4,141,956.00

1,447,000.00 303,870.00

1,517,200.00 788,944.00

1,188,100.00 611,871.50

1,188,100.00 582,169.00

Sub-Total Beton Str. (2-2) 70,109,452.50 13.6381

1,188,100.00 267,322.50

Sub-Total Beton Non Str. (2-2) 267,322.50 0.0520

Page 23: Ade Document

245,500.00 834,700.00

245,500.00 139,935.00

245,500.00 563,422.50

245,500.00 1,306,060.00

245,500.00 1,306,060.00

245,500.00 4,502,470.00

57,200.00 3,511,508.00

57,200.00 17,202,328.00

57,200.00 3,131,128.00

52,500.00 12,615,225.00

Sub-Total Pek. Pasangan (III) 45,112,836.50 8.7756

225,000.00 624,375.00

225,000.00 815,625.00

225,000.00 624,375.00

225,000.00 1,575,000.00

3,500,000.00 3,500,000.00 2.30

1,250,000.00 1,250,000.00

225,000.00 185,625.00

225,000.00 360,000.00

225,000.00 675,000.00

225,000.00 6,997,500.00

225,000.00 888,750.00

Sub-Total Pek. Metal (IV) 17,496,250.00 3.4035

119,700.00 14,124,600.00

71,100.00 8,389,800.00

10,000.00 1,180,000.00

26,400.00 195,360.00

10,200.00 20,400.00

6,500.00 559,000.00

6,500.00 26,000.00

75,000.00 975,000.00

59,200.00 2,752,800.00

50,000.00 2,780,000.00

50,000.00 1,206,000.00

Page 24: Ade Document

50,000.00 291,875.00

35,000.00 518,000.00

67,500.00 675,000.00

49,750.00 410,437.50

Sub-Total Pekerjaan Atap (V) 34,104,272.50 6.6342

5,250,000.00 315,000.00

375,200.00 1,921,024.00

140,000.00 280,000.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

50,000.00 300,000.00

40,000.00 40,000.00

40,000.00 40,000.00

50,000.00 100,000.00

5,250,000.00 307,125.00

268,500.00 408,120.00

83,100.00 260,103.00

140,000.00 280,000.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 1,054,800.00

40,000.00 40,000.00

40,000.00 40,000.00

50,000.00 100,000.00

5,250,000.00 283,500.00

Page 25: Ade Document

268,500.00 375,900.00

83,100.00 207,750.00

140,000.00 280,000.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 1,054,800.00

40,000.00 40,000.00

40,000.00 40,000.00

50,000.00 100,000.00

5,250,000.00 228,375.00

228,500.00 438,720.00

148,500.00 148,500.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 527,400.00

50,000.00 50,000.00

5,250,000.00 67,200.00

238,000.00 399,840.00

148,500.00 148,500.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 527,400.00

50,000.00 50,000.00

5,250,000.00 153,300.00

238,000.00 249,900.00

115,000.00 115,000.00

175,800.00 351,600.00

50,000.00 50,000.00

Page 26: Ade Document

5,250,000.00 224,700.00

238,000.00 399,840.00

148,500.00 148,500.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 527,400.00

50,000.00 50,000.00

5,250,000.00 204,750.00

334,100.00 501,150.00

148,500.00 148,500.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 527,400.00

50,000.00 50,000.00

1,750,000.00 1,750,000.00

90,000.00 90,000.00

75,000.00 225,000.00

5,250,000.00 600,600.00

268,500.00 322,200.00

135,500.00 138,210.00

83,100.00 415,500.00

140,000.00 280,000.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 1,054,800.00

175,800.00 703,200.00

40,000.00 40,000.00

40,000.00 40,000.00

105,000.00 420,000.00

50,000.00 100,000.00

55,000.00 220,000.00

Page 27: Ade Document

5,250,000.00 315,000.00

334,100.00 501,150.00

135,500.00 42,005.00

83,100.00 60,663.00

148,500.00 148,500.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 527,400.00

175,800.00 351,600.00

105,000.00 105,000.00

50,000.00 50,000.00

55,000.00 55,000.00

5,250,000.00 367,500.00

238,000.00 399,840.00

135,500.00 37,940.00

83,100.00 54,846.00

148,500.00 148,500.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 527,400.00

175,800.00 351,600.00

105,000.00 105,000.00

50,000.00 50,000.00

55,000.00 55,000.00

5,250,000.00 472,500.00

238,000.00 399,840.00

135,500.00 84,010.00

83,100.00 104,706.00

148,500.00 148,500.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 527,400.00

175,800.00 351,600.00

105,000.00 105,000.00

50,000.00 50,000.00

55,000.00 55,000.00

Page 28: Ade Document

5,250,000.00 656,250.00

238,000.00 352,240.00

135,500.00 186,990.00

83,100.00 477,409.50

148,500.00 148,500.00

130,000.00 130,000.00

115,000.00 115,000.00

190,000.00 190,000.00

175,800.00 527,400.00

175,800.00 351,600.00

105,000.00 105,000.00

50,000.00 50,000.00

55,000.00 55,000.00

5,250,000.00 315,000.00

238,000.00 1,428,000.00

42,500.00 816,000.00

350,000.00 350,000.00

40,000.00 324,000.00

135,500.00 1,043,350.00

83,100.00 186,975.00

115,000.00 230,000.00

105,000.00 105,000.00

40,000.00 284,000.00

135,500.00 907,850.00

83,100.00 75,621.00

115,000.00 230,000.00

105,000.00 105,000.00

40,000.00 364,000.00

135,500.00 1,951,200.00

83,100.00 262,596.00

115,000.00 460,000.00

105,000.00 210,000.00

Page 29: Ade Document

40,000.00 340,000.00

135,500.00 1,788,600.00

83,100.00 232,680.00

115,000.00 460,000.00

105,000.00 210,000.00

40,000.00 180,000.00

135,500.00 555,550.00

83,100.00 55,677.00

115,000.00 230,000.00

105,000.00 105,000.00

40,000.00 700,000.00

135,500.00 1,029,800.00

83,100.00 353,175.00

115,000.00 460,000.00

105,000.00 210,000.00

40,000.00 582,000.00

135,500.00 907,850.00

83,100.00 599,982.00

115,000.00 230,000.00

105,000.00 105,000.00

40,000.00 194,000.00

135,500.00 298,100.00

83,100.00 61,494.00

115,000.00 230,000.00

105,000.00 105,000.00

40,000.00 96,000.00

135,500.00 271,000.00

Page 30: Ade Document

83,100.00 9,556.50

115,000.00 230,000.00

105,000.00 105,000.00

40,000.00 116,000.00

135,500.00 338,750.00

83,100.00 16,620.00

115,000.00 230,000.00

105,000.00 105,000.00

40,000.00 160,000.00

135,500.00 609,750.00

83,100.00 25,761.00

115,000.00 230,000.00

105,000.00 105,000.00

40,000.00 328,000.00

135,000.00 229,500.00

1,750,000.00 3,500,000.00

2,250,000.00 2,250,000.00

2,750,000.00 2,750,000.00

Sub-Total Pekerjaan Kusen (VI) 66,816,934.00 12.9976

23,400.00 154,440.00

23,400.00 4,593,420.00

21,800.00 18,443,334.10

92,600.00 3,950,663.25

76,800.00 209,280.00

40,400.00 848,400.00

76,800.00 611,328.00

69,500.00 796,470.00

69,500.00 483,893.75

Page 31: Ade Document

69,500.00 206,415.00

95,000.00 910,100.00

95,000.00 384,940.00

95,000.00 1,216,000.00

95,000.00 778,738.75

92,600.00 402,347.00

Sub-Total Finishing Dinding (7.1) 33,989,769.85 6.6119

89,200.00 1,349,373.00

67,700.00 1,083,200.00

89,200.00 305,064.00

67,700.00 324,960.00

89,200.00 2,363,800.00

67,700.00 961,340.00

89,200.00 1,596,501.60

67,700.00 1,269,375.00

89,200.00 467,408.00

67,700.00 521,290.00

89,200.00 1,070,400.00

67,700.00 913,950.00

89,200.00 981,200.00

67,700.00 734,545.00

89,200.00 1,236,312.00

67,700.00 941,030.00

89,200.00 1,132,840.00

67,700.00 560,217.50

89,200.00 2,126,082.00

85,200.00 1,001,100.00

79,100.00 478,555.00

85,200.00 387,234.00

79,100.00 826,595.00

85,200.00 387,234.00

Page 32: Ade Document

79,100.00 628,845.00

85,200.00 261,564.00

79,100.00 482,510.00

85,200.00 506,940.00

85,200.00 625,576.74

85,200.00 200,220.00

85,200.00 1,207,071.00

85,200.00 319,500.00

85,200.00 157,620.00

85,200.00 331,002.00

76,800.00 149,760.00

76,800.00 149,760.00

115,000.00 264,500.00

Sub-Total Finishing Lantai (7.2) 28,304,474.84 5.5060

60,000.00 287,100.00

10,000.00 107,000.00

60,000.00 773,850.00

10,000.00 144,000.00

60,000.00 205,200.00

10,000.00 34,200.00

60,000.00 1,463,400.00

10,000.00 27,500.00

60,000.00 307,800.00

10,000.00 92,500.00

60,000.00 649,350.00

10,000.00 154,000.00

60,000.00 807,000.00

10,000.00 152,500.00

60,000.00 117,000.00

10,000.00 57,500.00

60,000.00 75,000.00

10,000.00 45,000.00

60,000.00 1,050,000.00

Page 33: Ade Document

10,000.00 221,500.00

60,000.00 266,400.00

10,000.00 87,500.00

60,000.00 831,600.00

10,000.00 149,000.00

60,000.00 1,104,600.00

10,000.00 184,000.00

60,000.00 720,000.00

10,000.00 120,000.00

60,000.00 864,000.00

10,000.00 109,000.00

60,000.00 795,000.00

10,000.00 29,600.00

60,000.00 224,760.00

10,000.00 77,500.00

60,000.00 216,600.00

10,000.00 113,000.00

60,000.00 117,000.00

10,000.00 57,500.00

60,000.00 233,100.00

10,000.00 79,000.00

60,000.00 2,161,800.00

10,000.00 37,800.00

10,500.00 61,425.00

10,500.00 42,787.50

10,500.00 22,417.50

10,500.00 47,250.00

10,500.00 43,575.00

10,500.00 32,025.00

10,500.00 3,570.00

10,500.00 21,525.00

10,500.00 3,570.00

10,500.00 39,900.00

10,500.00 262,500.00

Sub-Total Finishing Plafond (7.3) 15,930,705.00 3.0989

30,300.00 3,210,285.00

30,300.00 309,969.00

30,300.00 181,800.00

30,300.00 465,408.00

30,300.00 305,424.00

30,300.00 63,630.00

30,300.00 101,808.00

30,300.00 91,203.00

30,300.00 363,600.00

30,300.00 134,532.00

Page 34: Ade Document

30,300.00 110,292.00

30,300.00 118,776.00

26,100.00 120,060.00

26,100.00 1,335,015.00

26,100.00 9,276,788.25

26,100.00 12,804,451.20

26,100.00 4,149,378.00

26,100.00 1,104,030.00

Sub-Total Finishing Cat (7.4) 34,246,449.45 6.6618

1,150,000.00 4,600,000.00

950,000.00 2,850,000.00

200,000.00 200,000.00

50,000.00 200,000.00

275,000.00 275,000.00

50,000.00 200,000.00

185,000.00 185,000.00

50,000.00 200,000.00

225,000.00 225,000.00

175,000.00 175,000.00

125,000.00 125,000.00

76,800.00 179,481.60

650,000.00 650,000.00

325,000.00 325,000.00

750,000.00 1,500,000.00

750,000.00 750,000.00

225,000.00 675,000.00

225,000.00 225,000.00

125,000.00 250,000.00

125,000.00 125,000.00

225,000.00 450,000.00

225,000.00 675,000.00

200,000.00 600,000.00

210,000.00 840,000.00

225,000.00 900,000.00

200,000.00 200,000.00

Sub-Total Pek. Per. Sanitair (VIII) 17,579,481.60 3.4197

Page 35: Ade Document

500,000.00 500,000.00

1,000,000.00 1,000,000.00

1,250,000.00 1,250,000.00

3,000,000.00 3,000,000.00

3,000,000.00 3,000,000.00

1,500,000.00 1,500,000.00

6,500,000.00 6,500,000.00

1,500,000.00 1,500,000.00

650,000.00 650,000.00

1,350,000.00 1,350,000.00

2,550.00 200,430.00

250,000.00 250,000.00

125,000.00 2,000,000.00

Sub-Total Pek. Air Bersih (9.1) 22,700,430.00 4.4158

1,000,000.00 1,000,000.00

2,750,000.00 2,750,000.00

Sub-Total Pek. Air Kotor (9.2) 3,750,000.00 0.7295

350,000.00 350,000.00

350,000.00 350,000.00

250,000.00 250,000.00

150,000.00 1,050,000.00

Page 36: Ade Document

1,000,000.00 1,000,000.00

150,000.00 1,050,000.00

1,000,000.00 1,000,000.00

35,000.00 105,000.00

35,000.00 280,000.00

750,000.00 750,000.00

50,000.00 2,000,000.00

50,000.00 1,200,000.00

50,000.00 1,150,000.00

50,000.00 150,000.00

225,000.00 225,000.00

35,000.00 1,120,000.00

45,000.00 180,000.00

45,000.00 135,000.00

45,000.00 45,000.00

100,000.00 200,000.00

65,000.00 1,560,000.00

65,000.00 195,000.00

125,000.00 500,000.00

95,000.00 950,000.00

135,000.00 1,485,000.00

155,000.00 310,000.00

Sub-Total Pek. Listrik (10.1) 17,590,000.00 3.4217

3,250,000.00 3,250,000.00

Sub-Total Pek. P. Petir (10.2) 3,250,000.00 0.6322

Page 37: Ade Document

325,000.00 325,000.00

75,000.00 150,000.00

175,000.00 350,000.00

Sub-Total Pek. Tlepon (10.3) 825,000.00 0.1605

50,000.00 300,000.00

32,500.00 195,000.00

Sub-Total Pek. Antena TV (10.4) 495,000.00 0.0963

33,750.00 2,716,875.00

62,500.00 5,431,250.00

500,000.00 2,500,000.00

1,000,000.00 1,000,000.00

Sub-Total Pek. Sal. & Res. air hujan (1.1) 11,648,125.00 2.2659

200,000.00 2,516,000.00

300,000.00 1,341,000.00

500,000.00 1,318,750.00

Sub-Total Pek. Pengerasan Halamn (1.2) 5,175,750.00 1.0068

8,500.00 1,152,600.00

Sub-Total Pek. Halaman (1.3) 1,152,600.00 0.2242

500,000.00 500,000.00

59,300.00 59,300.00

31,700.00 1,166,560.00

92,600.00 8,519,200.00

97,000.00 2,333,820.00

50,000.00 722,000.00

32,500.00 2,990,000.00

55,000.00 57,200.00

12,500.00 650,000.00

8,500.00 442,000.00

Sub-Total Pek. Lain-lain (1.4) 17,440,080.00 3.3926

Page 38: Ade Document

31,700.00 57,060.00

11,000.00 19,800.00

97,000.00 14,550.00

245,500.00 313,012.50

1,158,800.00 217,275.00

Sub-Total Pek.Pondasi (1.1) 621,697.50 0.1209

1,493,800.00 896,280.00

1,550,000.00 728,500.00

52,500.00 301,875.00

21,800.00 250,700.00

21,800.00 311,304.00

26,100.00 672,858.00

650,000.00 7,475,000.00

29,600.00 273,208.00

1,440,000.00 72,000.00

1,550,000.00 496,000.00

Sub-Total Pek. Dinding (1.2) 11,477,725.00 2.2327

31,700.00 113,486.00

11,000.00 15,730.00

97,000.00 202,730.00

1,158,800.00 1,564,380.00

245,500.00 2,209,500.00

Sub-Total Pek. Pondasi (1.1) 4,105,826.00 0.7987

52,500.00 2,606,953.13

21,800.00 1,337,021.25

26,100.00 1,600,745.63

26,100.00 11,875.50

72,500.00 108,750.00

325,000.00 240,500.00

350,000.00 350,000.00

350,000.00 350,000.00

Sub-Total Pek. Dinding (1.2) 6,605,845.50 1.2850

100.00

Ciamis, 12 Oktober 2011

Page 39: Ade Document

PT. KARYA CIPTA BANGSA

ADE DUDI. ST

Direktur Utama

Page 40: Ade Document

1,200,000

384,000

-

-

-

5,000,000

500,000

2,500,000

250,000

-

-

790,000

1,500,000

971,250

1,000,000

143,149

4,953,125

-

1,104,400

-

-

6,882,032

-

12,593,600

-

808,010

1,194,070

144,671

292,146

152,424

4,183,192

-

Page 41: Ade Document

-

16,192,440

-

34,062

2,793,867

2,742,704

1,362,328

114,822

-

412,724

1,013,204

860,200

3,196,732

986,180

144,700

1,329,975

-

3,310,369

-

395,637

2,266,301

-

-

-

-

-

147,602

1,738,200

3,168,296

217,008

287,055

16,193,803

-

-

-

4,141,956

303,870

788,944

-

611,872

582,169

70,109,453

-

-

-

267,323

267,323

-

-

-

-

Page 42: Ade Document

834,700

139,935

563,423

1,306,060

1,306,060

4,502,470

3,511,508

17,202,328

Page 43: Ade Document

236,250

1,440,768

210,000

97,500

86,250

142,500

225,000

30,000

30,000

75,000

-

-

-

-

230,344

306,090

195,077

210,000

97,500

86,250

142,500

791,100

30,000

30,000

75,000

-

-

-

-

212,625

Page 44: Ade Document

281,925

155,813

210,000

97,500

86,250

142,500

791,100

30,000

30,000

75,000

-

-

-

-

171,281

329,040

111,375

97,500

86,250

142,500

395,550

37,500

-

-

-

-

50,400

299,880

111,375

97,500

86,250

142,500

395,550

37,500

-

-

-

-

114,975

187,425

86,250

263,700

37,500

-

-

-

-

-

-

-

-

Page 45: Ade Document

-

-

-

168,525

299,880

111,375

97,500

86,250

142,500

395,550

37,500

-

-

-

-

153,563

375,863

111,375

97,500

86,250

142,500

395,550

37,500

-

-

-

-

1,312,500

67,500

168,750

-

-

-

-

450,450

241,650

103,658

311,625

210,000

97,500

86,250

142,500

791,100

527,400

30,000

30,000

315,000

75,000

165,000

-

-

Page 46: Ade Document

-

-

236,250

375,863

31,504

45,497

111,375

97,500

86,250

142,500

395,550

263,700

78,750

37,500

41,250

-

-

-

-

275,625

299,880

28,455

41,135

111,375

97,500

86,250

142,500

395,550

263,700

78,750

37,500

41,250

-

-

-

-

-

354,375

299,880

63,008

78,530

111,375

97,500

86,250

142,500

395,550

263,700

78,750

37,500

41,250

-

Page 47: Ade Document

-

-

-

492,188

264,180

140,243

358,057

111,375

97,500

86,250

142,500

395,550

263,700

78,750

37,500

41,250

-

-

-

-

236,250

1,071,000

612,000

262,500

-

-

-

-

243,000

782,513

140,231

172,500

78,750

-

-

-

-

213,000

680,888

56,716

172,500

78,750

-

-

-

-

273,000

1,463,400

196,947

345,000

157,500

Page 48: Ade Document

-

-

-

-

255,000

1,341,450

174,510

345,000

157,500

-

-

-

-

135,000

416,663

41,758

172,500

78,750

-

-

-

-

525,000

772,350

264,881

345,000

157,500

-

-

-

-

436,500

680,888

449,987

172,500

78,750

-

-

-

-

145,500

223,575

46,121

172,500

78,750

-

-

-

-

72,000

203,250

Page 49: Ade Document

7,167

172,500

78,750

-

-

-

-

87,000

254,063

12,465

172,500

78,750

-

-

-

-

120,000

457,313

19,321

172,500

78,750

-

-

-

-

246,000

172,125

-

-

-

-

2,625,000

1,687,500

2,062,500

-

50,112,701

-

-

-

115,830

3,445,065

13,832,501

2,962,997

-

156,960

636,300

-

458,496

-

597,353

362,920

Page 50: Ade Document

154,811

-

-

682,575

288,705

-

912,000

584,054

-

301,760

25,492,327

-

-

-

1,012,030

812,400

-

228,798

243,720

-

1,772,850

721,005

-

1,197,376

952,031

-

350,556

390,968

-

802,800

685,463

-

735,900

550,909

-

927,234

705,773

-

849,630

420,163

-

1,594,562

-

-

750,825

358,916

-

290,426

619,946

-

290,426

Page 51: Ade Document

471,634

-

196,173

361,883

-

-

380,205

-

469,183

-

150,165

-

-

905,303

-

239,625

-

118,215

-

248,252

-

-

112,320

-

112,320

-

198,375

21,228,356

-

-

-

-

215,325

80,250

580,388

108,000

153,900

25,650

1,097,550

20,625

230,850

69,375

487,013

115,500

605,250

114,375

87,750

43,125

56,250

33,750

787,500

Page 52: Ade Document

166,125

-

199,800

65,625

623,700

111,750

828,450

138,000

540,000

90,000

648,000

81,750

596,250

22,200

-

-

168,570

58,125

162,450

84,750

87,750

43,125

174,825

59,250

1,621,350

28,350

-

46,069

32,091

16,813

35,438

32,681

24,019

2,678

16,144

2,678

29,925

196,875

11,948,029

-

2,407,714

232,477

136,350

349,056

229,068

47,723

76,356

68,402

272,700

100,899

-

Page 53: Ade Document

82,719

89,082

90,045

1,001,261

6,957,591

9,603,338

3,112,034

828,023

243,247,663

Page 54: Ade Document

12

Page 55: Ade Document

B A R C H A T

NO. URAIAN PEKERJAAN SUB - TOTAL

A. PEK. BANGUNAN RUMAH

I. PEKERJAAN PERSIAPAN 15,595,250.00

II. PEKERJAAN STRUKTUR

2.1. Pek. Galian dan Urugan 27,678,386.00

2.2. Pek. Beton Struktur 70,109,452.50

2.3. Pek. Beton Non Struktur 267,322.50

III. PEKERJAAN PASANGAN 45,112,836.50

IV. PEKERJAAN METAL 17,496,250.00

V. PEKERJAAN A T A P 34,104,272.50

VI PEK. KOSEN, PINTU, JENDELA & GANTUNGAN 66,816,934.00

VII. PEKERJAAN FINISHING

7.1. Finishing Dinding 33,989,769.85

7.2. Finishing Lantai 28,304,474.84

7.3. Finishing Plafond 15,930,705.00

7.4. Finishing Pengecatan 34,246,449.45

VIII PEK. PERLENGKAPAN SANITAIR 17,579,481.60

IX. PEKERJAAN MEKANIKAL

9.1. Pekerjaan Air Bersih 22,700,430.00

9.2. Pekerjaan Air Kotor 3,750,000.00

9.3. Pekerjaan Solar Water Heating System #REF!

X. PEKERJAAN ELEKTRIKAL

10.1. Pekerjaan Listrik 17,590,000.00

10.2. Pek. Penangkal Petir 3,250,000.00

10.3. Pekerjaan Telepon 825,000.00

10.4. Pekerjaan Antena TV 495,000.00

Total Biaya Bangunan Rumah 455,842,014.74

B. PEK. BANGUNAN LUAR

1.1. Pekerjaan Saluran & Resapan Air Hujan 11,648,125.00

1.2. Pekerjaan Pengerasan Halaman 5,175,750.00

1.3. Pekerjaan Halaman & Taman 1,152,600.00

1.4. Pekerjaan Lain-Lain 17,440,080.00

Total Biaya Bangunan Luar 35,416,555.00

C. PEK. CANOPY CARPORT

1.1. Pek. Pondasi 621,697.50

1.2. Pek. Dinding 11,477,725.00

Page 56: Ade Document

Total Biaya Canopy dan Carport 12,099,422.50

D. PEK. BANGUNAN PAGAR

1.1. Pek. Pondasi 4,105,826.00

1.2. Pek. Dinding 6,605,845.50

Total Biaya Bangunan Pagar 10,711,671.50

Jumlah Bobot

Bobot Rencana

Komulatif Bobot Rencana

514,069,663.74

Page 57: Ade Document

B A R C H A T

Minggu Ke -1 2 3 4 5 6 7 8

3.0337 1.011228 1.011228 1.011228

5.3842 2.692085 2.69208513.6381 2.727625 2.727625 2.727625 2.7276250.0520 0.05208.77563.40356.6342

12.9976

6.61195.50603.09896.66183.4197 1.13989

4.41580.7295#REF!

3.42170.63220.16050.0963

2.26591.00680.22423.3926

0.12092.2327

Bobot (%)

Page 58: Ade Document

0.79871.2850

1001.011228 1.011228 3.703313 2.692085 2.727625 2.727625 2.727625 3.9195161.011228 2.022456 5.725769 8.417854 11.14548 13.8731 16.60073 20.52024

Page 59: Ade Document

B A R C H A T

Minggu Ke -9 10 11 12 13 14 15 16 17

2.727625

4.387814 4.3878143.4035

3.317087 3.3170873.24941 3.24941 3.24941 3.24941

3.30595 3.305955.50603.0989

1.110305 1.1103051.13989 1.13989

2.2079 2.20790.364737 0.364737

#REF!

1.710858 1.7108580.6322

0.16050.0963

2.26591.0068

0.22423.3926

0.744239

Page 60: Ade Document

8.184949 9.14185 10.20987 11.10 15.22794 4.427392 4.608933 4.084756 4.36100228.70519 37.84704 48.05692 59.16 74.38 78.81 83.42 87.50 91.87

Page 61: Ade Document

B A R C H A T

Minggu Ke -18 19 20 21 22 23 24

3.03370

5.384213.63812

0.05208.77563.40356.6342

12.99764

6.61195.50603.0989

1.110305 1.110305 1.110305 1.110305 6.661833.419669

04.4158280.729473

#REF!0

3.4217150.63221

0.1604840.09629

000

2.2658651.0068190.2242113.392552

00

0.1209 0.1209360.744239 0.744239 2.232718

Page 62: Ade Document

00

0.7987 0.7986911.2850 1.28501

1.110305 0.865176 1.110305 1.54293 1.110305 1.28501 1.11030592.98 93.84 94.95 96.49 97.60 98.89 100.00

Ciamis, 12 Oktober 2011

PT. KARYA CIPTA BANGSA

ADE DUDI. ST

Direktur Utama

Page 63: Ade Document

3.03370.00005.3842

13.63810.05208.77563.40356.6342

12.99760.00006.61195.50603.09896.66183.41970.00004.41580.7295

0.00003.4217

0.16050.09630.00000.00000.00002.26591.00680.22423.3926 195.94610.00000.00000.12092.23270.00000.0000

Page 64: Ade Document

0.79871.28500.0000

100.0000

Page 65: Ade Document

Kurva S ( Time Schedule )

NO. URAIAN PEKERJAAN SUB - TOTAL

A. PEK. BANGUNAN RUMAH

I. PEKERJAAN PERSIAPAN 15,595,250.00

II. PEKERJAAN STRUKTUR

2.1. Pek. Galian dan Urugan 27,678,386.00

2.2. Pek. Beton Struktur 70,109,452.50

2.3. Pek. Beton Non Struktur 267,322.50

III. PEKERJAAN PASANGAN 45,112,836.50

IV. PEKERJAAN METAL 17,496,250.00

V. PEKERJAAN A T A P 34,104,272.50

VI PEK. KOSEN, PINTU, JENDELA & GANTUNGAN 66,816,934.00

VII. PEKERJAAN FINISHING

7.1. Finishing Dinding 33,989,769.85

7.2. Finishing Lantai 28,304,474.84

7.3. Finishing Plafond 15,930,705.00

7.4. Finishing Pengecatan 34,246,449.45

VIII PEK. PERLENGKAPAN SANITAIR 17,579,481.60

IX. PEKERJAAN MEKANIKAL

9.1. Pekerjaan Air Bersih 22,700,430.00

9.2. Pekerjaan Air Kotor 3,750,000.00

9.3. Pekerjaan Solar Water Heating System #REF!

X. PEKERJAAN ELEKTRIKAL

10.1. Pekerjaan Listrik 17,590,000.00

10.2. Pek. Penangkal Petir 3,250,000.00

10.3. Pekerjaan Telepon 825,000.00

10.4. Pekerjaan Antena TV 495,000.00

Total Biaya Bangunan Rumah 455,842,014.74

B. PEK. BANGUNAN LUAR

1.1. Pekerjaan Saluran & Resapan Air Hujan 11,648,125.00

1.2. Pekerjaan Pengerasan Halaman 5,175,750.00

1.3. Pekerjaan Halaman & Taman 1,152,600.00

1.4. Pekerjaan Lain-Lain 17,440,080.00

Total Biaya Bangunan Luar 35,416,555.00

C. PEK. CANOPY CARPORT

1.1. Pek. Pondasi 621,697.50

1.2. Pek. Dinding 11,477,725.00

Page 66: Ade Document

Total Biaya Canopy dan Carport 12,099,422.50

D. PEK. BANGUNAN PAGAR

1.1. Pek. Pondasi 4,105,826.00

1.2. Pek. Dinding 6,605,845.50

Total Biaya Bangunan Pagar 10,711,671.50

Jumlah Bobot

Bobot Rencana

Komulatif Bobot Rencana

514,069,663.74

Page 67: Ade Document

Kurva S ( Time Schedule )

Minggu Ke -1 2 3 4 5 6 7 8

3.0337 1.011228 1.011228 1.011228

5.3842 2.692085 2.69208513.6381 2.727625 2.727625 2.727625 2.7276250.0520 0.05208.77563.40356.6342

12.9976

6.61195.50603.09896.66183.4197 1.13989

4.41580.7295#REF!

3.42170.63220.16050.0963

2.26591.00680.22423.3926

0.12092.2327

Bobot (%)

Page 68: Ade Document

0.79871.2850

1001.011228 1.011228 3.703313 2.692085 2.727625 2.727625 2.727625 3.9195161.011228 2.022456 5.725769 8.417854 11.14548 13.8731 16.60073 20.52024

Page 69: Ade Document

Kurva S ( Time Schedule )

Minggu Ke -9 10 11 12 13 14 15 16 17

2.727625

4.387814 4.3878143.4035

3.317087 3.3170873.24941 3.24941 3.24941 3.24941

3.30595 3.305955.50603.0989

1.110305 1.1103051.13989 1.13989

2.2079 2.20790.364737 0.364737

#REF!

1.710858 1.7108580.6322

0.16050.0963

2.26591.0068

0.22423.3926

0.744239

Page 70: Ade Document

8.184949 9.14185 10.20987 11.10 15.22794 4.427392 4.608933 4.084756 4.36100228.70519 37.84704 48.05692 59.16 74.38 78.81 83.42 87.50 91.87

Page 71: Ade Document

Kurva S ( Time Schedule )

Minggu Ke -18 19 20 21 22 23 24

3.03370

5.384213.63812

0.05208.77563.40356.6342

12.99764

6.61195.50603.0989

1.110305 1.110305 1.110305 1.110305 6.661833.419669

04.4158280.729473

#REF!0

3.4217150.63221

0.1604840.09629

000

2.2658651.0068190.2242113.392552

00

0.1209 0.1209360.744239 0.744239 2.232718

Page 72: Ade Document

00

0.7987 0.7986911.2850 1.28501

1.110305 0.865176 1.110305 1.54293 1.110305 1.28501 1.11030592.98 93.84 94.95 96.49 97.60 98.89 100.00

Ciamis, 12 Oktober 2011

PT. KARYA CIPTA BANGSA

ADE DUDI. ST

Direktur Utama

Page 73: Ade Document

3.03370.00005.3842

13.63810.05208.77563.40356.6342

12.99760.00006.61195.50603.09896.66183.41970.00004.41580.7295

0.00003.4217

0.16050.09630.00000.00000.00002.26591.00680.22423.3926 195.94610.00000.00000.12092.23270.00000.0000

Page 74: Ade Document

0.79871.28500.0000

100.0000

Page 75: Ade Document

ANALISA HARGA SATUAN PEKERJAAN

1 Membersihakan Lapangan 0.1000 Oh Pekerja ------------------------------------------------------------------------ 0.0500 Oh Mandor -----------------------------------------------------------------------

2 Pekerjaan Pengukuran Site 0.0100 Oh Tukang batu ----------------------------------------------------------------- 0.0200 Oh Pekerja ------------------------------------------------------------------------ 0.5000 Lot Pearalatan --------------------------------------------------------------------

3 Pembuatan Pagar Proyek sementara (1 m2) 1.4300 lbr Seng gelombang BJLS 30 -------------------------------------------------- 0.0360 m3 Kayu Borneo Super -------------------------------------------------------- 0.2000 Kg paku 5-7 cm ----------------------------------------------------------------- 1.8000 m2 Pengecatan cat minyak 2x bagian luar ---------------------------------- 0.2000 ls ongkos pasang -------------------------------------------------------------

4 Pemasangan Bowplank 0.0100 m3 Kayu Borneo Super -------------------------------------------------------- 0.0380 Kg Paku 5-7 cm ----------------------------------------------------------------- 0.1550 ls Ongkos Pasang -------------------------------------------------------------

5 Galian tanah Pondasi tapak 0.7500 Oh Pekerja ------------------------------------------------------------------------ 0.0250 Oh Mandor -----------------------------------------------------------------------

6 Galian tanah Pondasi Batu Kali 0.9000 Oh Pekerja ------------------------------------------------------------------------ 0.0450 Oh Mandor -----------------------------------------------------------------------

7 Urugan Tanah Kembali 0.2500 Oh Pekerja ------------------------------------------------------------------------ 0.0530 Oh Mandor -----------------------------------------------------------------------

8 Urugan Tanah dari luar dengan pemadatan 0.5000 Oh Pekerja ------------------------------------------------------------------------ 0.0250 Oh Mandor ----------------------------------------------------------------------- 1.0000 m3 Tanah urug -------------------------------------------------------------

Page 76: Ade Document

9 Urugan Pasir 0.5000 Oh Pekerja ------------------------------------------------------------------------ 0.0500 Oh Mandor ----------------------------------------------------------------------- 1.2000 m3 Pasir Urug -------------------------------------------------------------------

10 Lantai kerja Pondasi Tapak & Beam 2.5000 zak Semen ---------------------------------------------------------------------- 0.3500 m3 Pasir Beton ------------------------------------------------------------------ 0.6500 m3 Spilt ------------------------------------------------------------------------- 0.5000 Oh Pekerja ------------------------------------------------------------------- 0.2000 Oh Tukang batu --------------------------------------------------------- 0.0200 Oh Kepala tukang Batu -------------------------------------------------- 0.0200 Oh Mandor --------------------------------------------------------------------

11 Pondasi Tapak 0.2900 m3 Batu Belah 15-20 (40%) --------------------------------------------------- 2.4300 zak Semen ---------------------------------------------------------------------- 0.2150 m3 Pasir Beton ------------------------------------------------------------------ 0.3320 m3 Spilt ------------------------------------------------------------------------- 85.00 Kg Besi Beton ------------------------------------------------------------------ 1.5000 Kg Kawat Beton -------------------------------------------------------- 2.2000 Oh Pekerja ------------------------------------------------------------------- 0.6500 Oh Tukang batu --------------------------------------------------------- 0.0650 Oh Kepala tukang Batu -------------------------------------------------- 0.0900 Oh Mandor --------------------------------------------------------------------

12 Beton Bertulang 1:2:3 (1 m3) 3.6500 zak Semen ---------------------------------------------------------------------- 0.3560 m3 Pasir Beton ------------------------------------------------------------------ 0.6120 m3 Spilt ------------------------------------------------------------------------- 1.5000 Oh Pekerja ------------------------------------------------------------------- 0.1500 Oh Tukang batu --------------------------------------------------------- 0.0150 Oh Kepala tukang Batu -------------------------------------------------- 0.0010 Oh Mandor --------------------------------------------------------------------

13 Pekerjaan Pembesian (1 Kg) 1.0000 Kg Besi Beton ------------------------------------------------------------------- 0.0125 Kg Kawat Beton --------------------------------------------------------------- 0.0070 Oh Pekerja -------------------------------------------------------------------

Page 77: Ade Document

0.0070 Oh Tukang besi ----------------------------------------------------------------- 0.0010 Oh Kepala Tukang besi ------------------------------------------------------- 0.0010 Oh Mandor --------------------------------------------------------------------

14 Pemasangan Bekisting Sloof 0.0330 m3 Kayu terentang (50%) ---------------------------------------------------- 0.1000 Kg Paku 5-7 Cm ----------------------------------------------------------------- 0.0710 Ltr Minyak Bekisting ----------------------------------------------------------- 0.1000 Oh Pekerja ------------------------------------------------------------------- 0.1600 Oh Tukang kayu ----------------------------------------------------------------- 0.0160 Oh Kepala Tukang Kayu ------------------------------------------------------- 0.0030 Oh Mandor --------------------------------------------------------------------

15 Pemasangan Bekisting Kolom Struktur 0.0330 m3 Kayu terentang (50%) ---------------------------------------------------- 0.1000 Kg Paku 5-7 Cm ----------------------------------------------------------------- 0.0710 Ltr Minyak Bekisting ----------------------------------------------------------- 0.0090 m3 Kayu Balok Lokal (50%) -------------------------------------------------- 0.1000 lbr Multiplek 9 mm (50%) ---------------------------------------------------- 1.0000 btg Dolken 8-10 ------------------------------------------------------------------ 0.1000 Oh Pekerja ------------------------------------------------------------------- 0.1600 Oh Tukang kayu ----------------------------------------------------------------- 0.0160 Oh Kepala Tukang Kayu ------------------------------------------------------- 0.0030 Oh Mandor --------------------------------------------------------------------

16 Pemasangan Bekisting Kolom Struktur Biasa 0.0330 m3 Kayu terentang (50%) ---------------------------------------------------- 0.1000 Kg Paku 5-7 Cm ----------------------------------------------------------------- 0.0710 Ltr Minyak Bekisting ----------------------------------------------------------- 0.0090 m3 Kayu Balok Lokal (50%) -------------------------------------------------- 0.1000 Oh Pekerja ------------------------------------------------------------------- 0.1600 Oh Tukang kayu ----------------------------------------------------------------- 0.0160 Oh Kepala Tukang Kayu ------------------------------------------------------- 0.0030 Oh Mandor --------------------------------------------------------------------

17 Pemasangan Bekisting Balok Struktur 0.1000 m3 Kayu terentang (50%) ---------------------------------------------------- 0.1000 Kg Paku 5-7 Cm ----------------------------------------------------------------- 0.0710 Ltr Minyak Bekisting -----------------------------------------------------------

Page 78: Ade Document

0.0090 m3 Kayu Balok Lokal (50%) -------------------------------------------------- 0.1000 lbr Multiplek 9 mm (50%) ---------------------------------------------------- 1.0000 btg Dolken 8-10 ------------------------------------------------------------------ 0.1000 Oh Pekerja ------------------------------------------------------------------- 0.1600 Oh Tukang kayu ----------------------------------------------------------------- 0.0160 Oh Kepala Tukang Kayu ------------------------------------------------------- 0.0030 Oh Mandor --------------------------------------------------------------------

18 Pemasangan Bekisting Balok Biasa 0.1000 m3 Kayu terentang (50%) ---------------------------------------------------- 0.1000 Kg Paku 5-7 Cm ----------------------------------------------------------------- 0.0090 m3 Kayu Balok Lokal (50%) -------------------------------------------------- 0.1000 Oh Pekerja ------------------------------------------------------------------- 0.1600 Oh Tukang kayu ----------------------------------------------------------------- 0.0160 Oh Kepala Tukang Kayu ------------------------------------------------------- 0.0030 Oh Mandor --------------------------------------------------------------------

19 Pemasangan Bekisting Untuk Lantai 0.1000 m3 Kayu terentang (50%) ---------------------------------------------------- 0.1000 Kg Paku 5-7 Cm ----------------------------------------------------------------- 0.0710 Ltr Minyak Bekisting ----------------------------------------------------------- 0.0090 m3 Kayu Balok Lokal (50%) -------------------------------------------------- 0.1000 lbr Multiplek 9 mm (50%) ---------------------------------------------------- 1.0000 btg Dolken 8-10 ------------------------------------------------------------------ 0.1000 Oh Pekerja ------------------------------------------------------------------- 0.1600 Oh Tukang kayu ----------------------------------------------------------------- 0.0160 Oh Kepala Tukang Kayu ------------------------------------------------------- 0.0030 Oh Mandor --------------------------------------------------------------------

20 Pemasangan Bekisting Untuk Pondasi 0.1000 m3 Kayu terentang (50%) ---------------------------------------------------- 0.1000 Kg Paku 5-7 Cm ----------------------------------------------------------------- 0.0710 Ltr Minyak Bekisting ----------------------------------------------------------- 0.1000 Oh Pekerja ------------------------------------------------------------------- 0.1600 Oh Tukang kayu ----------------------------------------------------------------- 0.0160 Oh Kepala Tukang Kayu ------------------------------------------------------- 0.0030 Oh Mandor --------------------------------------------------------------------

21 Pelat Lantai 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 161.75 Kg Pembesian -------------------------------------------------------------------- 2.2250 m2 Bekisting -(5 x Pakai) ------------------------------------------------------

Page 79: Ade Document

22 Balok Plat 15/20, Pembesian 170 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 110.50 Kg Pembesian -------------------------------------------------------------------- 9.8500 m2 Bekisting -(5 x Pakai) ------------------------------------------------------

23 Balok Plat 15/25 Pembesian 175 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 113.75 Kg Pembesian -------------------------------------------------------------------- 9.8500 m2 Bekisting -(5 x Pakai) ------------------------------------------------------

24 Balok Plat 15/30 Pembesian 180 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 117.00 Kg Pembesian -------------------------------------------------------------------- 9.8500 m2 Bekisting -(5 x Pakai) ------------------------------------------------------

25 Balok Plat 15/35 Pembesian 185 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 120.25 Kg Pembesian -------------------------------------------------------------------- 9.8500 m2 Bekisting -(5 x Pakai) ------------------------------------------------------

26 Balok Plat 20/20 Pembesian 200 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 130.00 Kg Pembesian -------------------------------------------------------------------- 9.8500 m2 Bekisting -(5 x Pakai) ------------------------------------------------------

27 Kolom K0 13/50, Pembesian 245 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 159.25 Kg Pembesian --------------------------------------------------------------------

### m2 Bekisting -(5 x Pakai) ------------------------------------------------------

28 Kolom K1 13/40, Pembesian 255 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 165.75 Kg Pembesian --------------------------------------------------------------------

### m2 Bekisting -(5 x Pakai) ------------------------------------------------------

29 Kolom K2 13/35, Pembesian 240 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 156.00 Kg Pembesian --------------------------------------------------------------------

### m2 Bekisting -(5 x Pakai) ------------------------------------------------------

Page 80: Ade Document

30 Kolom K3 13/30, Pembesian 225 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 146.25 Kg Pembesian --------------------------------------------------------------------

### m2 Bekisting -(5 x Pakai) ------------------------------------------------------

31 Kolom K4 13/25, Pembesian 230 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 149.50 Kg Pembesian --------------------------------------------------------------------

### m2 Bekisting -(5 x Pakai) ------------------------------------------------------

32 Kolom K5 13/20, Pembesian 215 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 139.75 Kg Pembesian --------------------------------------------------------------------

### m2 Bekisting -(5 x Pakai) ------------------------------------------------------

33 Kolom Kp 13/13, Pembesian 160 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 104.00 Kg Pembesian --------------------------------------------------------------------

### m2 Bekisting -(5 x Pakai) ------------------------------------------------------

34 Pekerjaan Beton Tangga 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 132.67 Kg Pembesian --------------------------------------------------------------------

### m2 Bekisting -(5 x Pakai) ------------------------------------------------------

35 Pekerjaan Plat Canopy 1.0000 M3 Adukan Beton 1 : 2 : 3 ---------------------------------------------------- 115.21 Kg Pembesian -------------------------------------------------------------------- 7.9880 m2 Bekisting -(5 x Pakai) ------------------------------------------------------

36 Pondasi batu Kali 1Pc : 5Ps 1.0000 m3 Batu Belah 15-20 Cm ----------------------------------------------------- 2.1000 zak Semen ------------------------------------------------------------------------- 0.3450 m3 pasir Pasang ----------------------------------------------------------------- 1.0000 Oh Pekerja ---------------------------------------------------------------------- 0.3000 Oh Tukang batu ----------------------------------------------------------------- 0.0300 Oh Kepala Tukang batu -------------------------------------------------------- 0.0030 Oh Mandor ----------------------------------------------------------------------

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37 Pasangan Dinding Bata 1 : 3 ### bh Bata Merah -----------------------------------------------------------

0.3000 zak Semen ------------------------------------------------------------------------- 0.0380 m3 pasir Pasang ----------------------------------------------------------------- 0.3000 Oh Pekerja ---------------------------------------------------------------------- 0.1000 Oh Tukang batu ----------------------------------------------------------------- 0.0100 Oh Kepala Tukang batu -------------------------------------------------------- 0.0150 Oh Mandor ----------------------------------------------------------------------

38 Pasangan Dinding Bata 1 : 5 ### bh Bata Merah -----------------------------------------------------------

0.1920 zak Semen ------------------------------------------------------------------------- 0.0500 m3 pasir Pasang ----------------------------------------------------------------- 0.3000 Oh Pekerja ---------------------------------------------------------------------- 0.1000 Oh Tukang batu ----------------------------------------------------------------- 0.0100 Oh Kepala Tukang batu -------------------------------------------------------- 0.0150 Oh Mandor ----------------------------------------------------------------------

38 Pekerjaan Rangka Atap Kuda-kuda Baja Ringan 0.7860 m' Profil kuda-kuda ----------------------------------------------------------- 2.1000 m' Profil kuda-kuda uK. 75 Teb; 0,83 mm ---------------------------------- 4.2630 m' Pfrofil reng GD-B ---------------------------------------------------------- 0.7380 m' Wind Brancing PS-30 ------------------------------------------------------- 0.1700 pcs Tensioner TS-2 -------------------------------------------------------------- 0.3400 pcs Foot Plate PK 1,50 mm ----------------------------------------------------- 5.0000 pcs Plat Diapragma ------------------------------------------------------------- 0.6800 pcs Dyna bolt ---------------------------------------------------------------------

### pcs Self Drilling Screw # 8. 18 x 13 ----------------------------------------### pcs Self Drilling Screw # 12 . 24 x 16 -------------------------------------

0.1200 Oh Pekerja ------------------------------------------------------------------------ 0.0940 Oh Tukang ------------------------------------------------------------------------ 0.0850 Oh Kepala Tukang -------------------------------------------------------------- 0.0630 Oh Mandor ------------------------------------------------------------------------

39 Pekerjaan Pasang Atap Genteng ### bh Genteng ----------------------------------------------------------------------

0.1500 Oh Pekerja ------------------------------------------------------------------------ 0.0750 Oh Tukang ------------------------------------------------------------------------ 0.0080 Oh Kepala Tukang -------------------------------------------------------------- 0.0080 Oh Mandor ------------------------------------------------------------------------

40 Pekerjaan Pasang Bubungan / Nok 5.0000 bh bubung ------------------------------------------------------------------------

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0.1600 zak Semen ------------------------------------------------------------------------- 0.0320 m3 Pasir pasang -------------------------------------------------------------- 0.1500 Oh Pekerja ------------------------------------------------------------------------ 0.0750 Oh Tukang ------------------------------------------------------------------------ 0.0080 Oh Kepala Tukang -------------------------------------------------------------- 0.0080 Oh Mandor ------------------------------------------------------------------------

40 Pekerjaan List PlankGRC 1.0000 lbr GRC ------------------------------------------------------------------------- 0.0500 Kg Paku 2-5 cm ------------------------------------------------------------------ 0.1100 Oh Pekerja ------------------------------------------------------------------------ 0.2200 Oh Tukang ------------------------------------------------------------------------ 0.0220 Oh Kepala Tukang -------------------------------------------------------------- 0.0050 Oh Mandor ------------------------------------------------------------------------

41 Pekerjaan Kusen Kayu 1.0000 m3 Kayu Kamper ---------------------------------------------------------------- 1.2500 Kg Paku 10 cm ------------------------------------------------------------------- 1.0000 Kg Lem Putih (Fox) ------------------------------------------------------------- 5.0000 Oh Pekerja ------------------------------------------------------------------------ 2.0000 Oh Tukang ------------------------------------------------------------------------ 0.9500 Oh Kepala Tukang -------------------------------------------------------------- 0.3500 Oh Mandor ------------------------------------------------------------------------

42 Pekerjaan Daun Pintu Panel Kayu Kampe 0.0400 m3 Kayu Kamper ---------------------------------------------------------------- 0.3500 Kg Lem Putih (Fox) ------------------------------------------------------------- 1.0000 Oh Pekerja ------------------------------------------------------------------------ 2.7500 Oh Tukang ------------------------------------------------------------------------ 0.2500 Oh Kepala Tukang -------------------------------------------------------------- 0.0500 Oh Mandor ------------------------------------------------------------------------

43 Pekerjaan Pemasangan Full Handle 1.0000 Bh Full Handle ------------------------------------------------------------------ 0.0100 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0100 Oh Kepala Tukang --------------------------------------------------------------

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0.0050 Oh Mandor ------------------------------------------------------------------------

44 Pekerjaan Pemasangan Mortise Lock 1.0000 Bh Mortise Lock ---------------------------------------------------------------- 0.0100 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0100 Oh Kepala Tukang -------------------------------------------------------------- 0.0050 Oh Mandor ------------------------------------------------------------------------

45 Pekerjaan Pemasangan Cylinder 1.0000 Bh Cylinder ---------------------------------------------------------------------- 0.0100 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0100 Oh Kepala Tukang -------------------------------------------------------------- 0.0050 Oh Mandor ------------------------------------------------------------------------

46 Pekerjaan Pemasangan Cover Escution 1.0000 Bh Cylinder Cover Escution --------------------------------------------------- 0.0100 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0100 Oh Kepala Tukang -------------------------------------------------------------- 0.0050 Oh Mandor ------------------------------------------------------------------------

47 Pekerjaan Pemasangan Engsel Pintu 1.0000 Bh Engsel Pintu Duluxe Hange ------------------------------------------------ 0.0100 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0100 Oh Kepala Tukang -------------------------------------------------------------- 0.0050 Oh Mandor ------------------------------------------------------------------------

48 Pekerjaan Pemasangan Flush Bolt 1.0000 Bh Flush Bolt--------------------------------------------------------------------- 0.0100 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0100 Oh Kepala Tukang -------------------------------------------------------------- 0.0050 Oh Mandor ------------------------------------------------------------------------

49 Pekerjaan Pemasangan Door Stoper

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1.0000 Bh Door Stoper ------------------------------------------------------------------ 0.0100 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0100 Oh Kepala Tukang -------------------------------------------------------------- 0.0050 Oh Mandor ------------------------------------------------------------------------

50 Pekerjaan Daun Pintu Kaca (tanpa kaca) 0.0240 m3 Kayu Kamper ---------------------------------------------------------------- 0.3000 Kg Lem Putih (Fox) ------------------------------------------------------------- 0.8000 Oh Pekerja ------------------------------------------------------------------------ 2.4000 Oh Tukang ------------------------------------------------------------------------ 0.2400 Oh Kepala Tukang -------------------------------------------------------------- 0.0400 Oh Mandor ------------------------------------------------------------------------

51 Pekerjaan Pemasangan Kaca Tebal 5 mm 1.1000 m2 Kaca 5 mm ------------------------------------------------------------------ 0.0150 Oh Pekerja ------------------------------------------------------------------------ 0.1500 Oh Tukang ------------------------------------------------------------------------ 0.0150 Oh Kepala Tukang -------------------------------------------------------------- 0.0010 Oh Mandor ------------------------------------------------------------------------

52 Pekerjaan Daun Pintu Rangka Kayu Kamper 0.0240 m3 Kayu Kamper ---------------------------------------------------------------- 0.3000 Kg Lem Putih (Fox) ------------------------------------------------------------- 0.8000 Oh Pekerja ------------------------------------------------------------------------ 1.4000 Oh Tukang ------------------------------------------------------------------------ 0.2400 Oh Kepala Tukang -------------------------------------------------------------- 0.0400 Oh Mandor ------------------------------------------------------------------------

53 Pekerjaan Daun Pintu Semi Panel Kayu Kamper 0.0200 m3 Kayu Kamper ---------------------------------------------------------------- 0.2500 Kg Lem Putih (Fox) ------------------------------------------------------------- 1.0000 Oh Pekerja ------------------------------------------------------------------------ 1.9500 Oh Tukang ------------------------------------------------------------------------ 0.3000 Oh Kepala Tukang -------------------------------------------------------------- 0.0500 Oh Mandor ------------------------------------------------------------------------

54 Pekerjaan Daun Pintu Double Teakwood 0.0250 m3 Kayu Kamper ---------------------------------------------------------------- 1.0000 lbr Teakwood -------------------------------------------------------------------- 0.3000 Kg Lem Putih (Fox) ------------------------------------------------------------- 0.0300 Kg Paku Tripleks ---------------------------------------------------------------- 0.8000 Oh Pekerja ------------------------------------------------------------------------ 1.4000 Oh Tukang ------------------------------------------------------------------------

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0.2400 Oh Kepala Tukang -------------------------------------------------------------- 0.0400 Oh Mandor ------------------------------------------------------------------------

55 Pekerjaan Daun Jendela Kaca (tanpa kaca) 0.0240 m3 Kayu Kamper ---------------------------------------------------------------- 0.3000 Kg Lem Putih (Fox) ------------------------------------------------------------- 0.8000 Oh Pekerja ------------------------------------------------------------------------ 1.4000 Oh Tukang ------------------------------------------------------------------------ 0.2400 Oh Kepala Tukang -------------------------------------------------------------- 0.0400 Oh Mandor ------------------------------------------------------------------------

56 Pekerjaan Daun Jendela Kaca (tanpa kaca) Rangka alumunium 2.1000 m' Alumunium ------------------------------------------------------------------- 2.1000 m' Karet ------------------------------------------------------------------- ------- 0.7500 Oh Pekerja ------------------------------------------------------------------------ 0.4500 Oh Tukang ------------------------------------------------------------------------ 0.1500 Oh Kepala Tukang -------------------------------------------------------------- 0.0150 Oh Mandor ------------------------------------------------------------------------

57 Pekerjaan Plesteran 1 : 3 0.0900 zak semen ----------------------------------------------------------------------- 0.0100 m3 Pasir Pasang ----------------------------------------------------------------- 0.1000 Oh Pekerja ------------------------------------------------------------------------ 0.1000 Oh Tukang ------------------------------------------------------------------------ 0.0100 Oh Kepala Tukang -------------------------------------------------------------- 0.0010 Oh Mandor ------------------------------------------------------------------------

58 Pekerjaan Acian 0.0650 zak semen ----------------------------------------------------------------------- 0.0900 Oh Pekerja ------------------------------------------------------------------------ 0.0900 Oh Tukang ------------------------------------------------------------------------ 0.0090 Oh Kepala Tukang -------------------------------------------------------------- 0.0060 Oh Mandor ------------------------------------------------------------------------

59 Pekerjaan Plesteran 1 : 5 0.0500 zak semen ----------------------------------------------------------------------- 0.0160 m3 Pasir Pasang ----------------------------------------------------------------- 0.1000 Oh Pekerja ------------------------------------------------------------------------ 0.1000 Oh Tukang ------------------------------------------------------------------------ 0.0100 Oh Kepala Tukang -------------------------------------------------------------- 0.0010 Oh Mandor ------------------------------------------------------------------------

60 Pekerjaan Pemasangan dinding Batu Andesit 1.0000 m2 Dinding Batu andesit 10/30 ----------------------------------------------

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0.1000 zak semen ------------------------------------------------------------------------- 0.0100 m3 Pasir Pasang ----------------------------------------------------------------- 0.7500 Oh Pekerja ------------------------------------------------------------------------ 0.2500 Oh Tukang ------------------------------------------------------------------------ 0.0250 Oh Kepala Tukang -------------------------------------------------------------- 0.0250 Oh Mandor ------------------------------------------------------------------------

61 Pekerjaan Pemasangan Keramik 20 x 20 1.0000 m2 Keramik 20 x 20 Roman -------------------------------------------------- 0.0890 zak semen ------------------------------------------------------------------------- 0.0120 m3 Pasir Pasang ----------------------------------------------------------------- 0.7500 Kg Semen Warna --------------------------------------------------------------- 0.7500 Oh Pekerja ------------------------------------------------------------------------ 0.2500 Oh Tukang ------------------------------------------------------------------------ 0.0250 Oh Kepala Tukang -------------------------------------------------------------- 0.0025 Oh Mandor ------------------------------------------------------------------------

62 Pekerjaan Pemasangan List Keramik 6/20 5.0000 bh List Keramik 6/20 --------------------------------------------------------- 0.0115 zak semen ------------------------------------------------------------------------- 0.0015 m3 Pasir Pasang ----------------------------------------------------------------- 0.0130 Kg Semen Warna --------------------------------------------------------------- 0.0900 Oh Pekerja ------------------------------------------------------------------------ 0.0900 Oh Tukang ------------------------------------------------------------------------ 0.0090 Oh Kepala Tukang -------------------------------------------------------------- 0.0050 Oh Mandor ------------------------------------------------------------------------

63 Pekerjaan Pemasangan Keramik Dinding WC 33 x 50 1.0000 m2 Keramik 33 x 50 ----------------------------------------------------------- 0.1000 zak semen ------------------------------------------------------------------------- 0.0350 m3 Pasir Pasang ----------------------------------------------------------------- 0.7500 Kg Semen Warna --------------------------------------------------------------- 0.5000 Oh Pekerja ------------------------------------------------------------------------ 0.2500 Oh Tukang ------------------------------------------------------------------------ 0.0250 Oh Kepala Tukang -------------------------------------------------------------- 0.0250 Oh Mandor ------------------------------------------------------------------------

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64 Pekerjaan Pemasangan Keramik 40 x 40 1.0000 m2 Keramik 40 x 40 ------------------------------------------------------------ 0.2000 zak semen ------------------------------------------------------------------------- 0.0450 m3 Pasir Pasang ----------------------------------------------------------------- 0.7500 Kg Semen Warna --------------------------------------------------------------- 0.7000 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0350 Oh Kepala Tukang -------------------------------------------------------------- 0.0350 Oh Mandor ------------------------------------------------------------------------

65 Pekerjaan Pemasangan List Keramik 10 x 40 2.2000 bh Keramik 10 x 40 ------------------------------------------------------------ 0.2000 zak semen ------------------------------------------------------------------------- 0.0450 m3 Pasir Pasang ----------------------------------------------------------------- 0.7500 Kg Semen Warna --------------------------------------------------------------- 0.7000 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0350 Oh Kepala Tukang -------------------------------------------------------------- 0.0350 Oh Mandor ------------------------------------------------------------------------

66 Pekerjaan Pemasangan Keramik 33 x 33,3 1.0000 m2 Keramik 33 x 33,3 --------------------------------------------------------- 0.2000 zak semen ------------------------------------------------------------------------- 0.0450 m3 Pasir Pasang ----------------------------------------------------------------- 0.7500 Kg Semen Warna --------------------------------------------------------------- 0.7000 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0350 Oh Kepala Tukang -------------------------------------------------------------- 0.0350 Oh Mandor ------------------------------------------------------------------------

67 Pekerjaan Pemasangan List Keramik 10 x 33,3 2.2000 bh Keramik 10 x 33,3 --------------------------------------------------------- 0.2000 zak semen ------------------------------------------------------------------------- 0.0450 m3 Pasir Pasang ----------------------------------------------------------------- 0.7500 Kg Semen Warna --------------------------------------------------------------- 0.7000 Oh Pekerja ------------------------------------------------------------------------ 0.3500 Oh Tukang ------------------------------------------------------------------------ 0.0350 Oh Kepala Tukang -------------------------------------------------------------- 0.0350 Oh Mandor ------------------------------------------------------------------------

68 Pekerjaan Pengecatan Bidang Kayu 0.1670 Kg Meni Kayu ------------------------------------------------------------------- 0.0830 Kg Plamir Kayu ------------------------------------------------------------------ 0.2000 Kg Cat Kayu ------------------------------------------------------------------- --- 0.4000 lbr Amplas---------------------------------------------------------------------- 0.1500 ltr Terpentin ---------------------------------------------------------------------

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0.0500 bh Kwas --------------------------------------------------------------------------- 0.2000 Oh Pekerja ------------------------------------------------------------------------ 0.3000 Oh Tukang ------------------------------------------------------------------------ 0.0300 Oh Kepala Tukang -------------------------------------------------------------- 0.0100 Oh Mandor ------------------------------------------------------------------------

69 Pekerjaan Pengecatan Dinding 0.1050 Kg Cat tembok Catylax -------------------------------------------------------- 0.0815 Kg Plamir Tembok --------------------------------------------------------------- 0.0100 Kg Rol Cat ------------------------------------------------------------------- ----- 0.3250 lbr Amplas---------------------------------------------------------------------- 0.4500 Oh Pekerja ------------------------------------------------------------------------ 0.1500 Oh Tukang ------------------------------------------------------------------------ 0.0200 Oh Kepala Tukang -------------------------------------------------------------- 0.0200 Oh Mandor ------------------------------------------------------------------------

70 Pekerjaan Pengecatan dengan Plituran 0.0300 Kg Dempul Plitur -------------------------------------------------------------- 0.1300 Kg Wood Filler ------------------------------------------------------------------- 0.0200 Kg Oker Putih ------------------------------------------------------------------- - 0.0100 Kg Oker Warna ------------------------------------------------------------------ 0.1000 Kg Batu Apung ---------------------------------------------------------------- 0.0900 Kg Sirlak India ------------------------------------------------------------------- 0.0100 bh Kwas 3" ------------------------------------------------------------------------ 0.2000 ltr Spirtus ------------------------------------------------------------------------- 0.1000 lbr Ampelas ----------------------------------------------------------------------- 0.1500 Oh Pekerja ------------------------------------------------------------------------ 0.1750 Oh Tukang ------------------------------------------------------------------------ 0.0400 Oh Kepala Tukang -------------------------------------------------------------- 0.0200 Oh Mandor ------------------------------------------------------------------------

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ANALISA HARGA SATUAN PEKERJAAN

@Rp 32,500.00 = Rp 3,250.00 @Rp 55,000.00 = Rp 2,750.00

Jumlah = Rp 6,000.00 Dibulatkan = Rp 6,000.00

@Rp 40,000.00 = Rp 400.00 @Rp 32,500.00 = Rp 650.00 @Rp 1,200.00 = Rp 600.00

Jumlah = Rp 1,650.00 Dibulatkan = Rp 1,600.00

@Rp 42,500.00 = Rp 60,775.00 @Rp 2,250,000.00 = Rp 81,000.00 @Rp 11,000.00 = Rp 2,200.00 @Rp 25,000.00 = Rp 45,000.00 @Rp 225,000.00 = Rp 45,000.00

Jumlah = Rp 233,975.00 Dibulatkan = Rp 233,900.00

@Rp 2,250,000.00 = Rp 22,500.00 @Rp 11,000.00 = Rp 418.00 @Rp 225,000.00 = Rp 34,875.00

Jumlah = Rp 57,793.00 Dibulatkan = Rp 57,700.00

@Rp 32,500.00 = Rp 24,375.00 @Rp 55,000.00 = Rp 1,375.00

Jumlah = Rp 25,750.00 Dibulatkan = Rp 25,700.00

@Rp 32,500.00 = Rp 29,250.00 @Rp 55,000.00 = Rp 2,475.00

Jumlah = Rp 31,725.00 Dibulatkan = Rp 31,700.00

@Rp 32,500.00 = Rp 8,125.00 @Rp 55,000.00 = Rp 2,915.00

Jumlah = Rp 11,040.00 Dibulatkan = Rp 11,000.00

@Rp 32,500.00 = Rp 16,250.00 @Rp 55,000.00 = Rp 1,375.00 @Rp 75,000.00 =Rp 75,000.00

Jumlah = Rp 92,625.00 Dibulatkan = Rp 92,600.00

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@Rp 32,500.00 = Rp 16,250.00 @Rp 55,000.00 = Rp 2,750.00 @Rp 65,000.00 =Rp 78,000.00

Jumlah = Rp 97,000.00 Dibulatkan = Rp 97,000.00

@Rp 51,000.00 = Rp 127,500.00 @Rp 60,000.00 = Rp 21,000.00 @Rp 70,000.00 = Rp 45,500.00 @Rp 32,500.00 = Rp 16,250.00 @Rp 40,000.00 = Rp 8,000.00 @Rp 45,000.00 = Rp 900.00 @Rp 55,000.00 = Rp 1,100.00

Jumlah = Rp 220,250.00 Dibulatkan = Rp 220,200.00

@Rp 35,000.00 = Rp 10,150.00 @Rp 51,000.00 = Rp 123,930.00 @Rp 60,000.00 = Rp 12,900.00 @Rp 70,000.00 = Rp 23,240.00 @Rp 6,500.00 = Rp 552,500.00 @Rp 12,500.00 = Rp 18,750.00 @Rp 32,500.00 = Rp 71,500.00 @Rp 40,000.00 = Rp 26,000.00 @Rp 45,000.00 = Rp 2,925.00 @Rp 55,000.00 = Rp 4,950.00

Jumlah = Rp 846,845.00 Dibulatkan = Rp 846,800.00

@Rp 51,000.00 = Rp 186,150.00 @Rp 60,000.00 = Rp 21,360.00 @Rp 70,000.00 = Rp 42,840.00 @Rp 32,500.00 = Rp 48,750.00 @Rp 40,000.00 = Rp 6,000.00 @Rp 45,000.00 = Rp 675.00 @Rp 55,000.00 = Rp 55.00

Jumlah = Rp 305,830.00 Dibulatkan = Rp 305,800.00

@Rp 6,500.00 = Rp 6,500.00 @Rp 12,500.00 = Rp 156.25 @Rp 32,500.00 = Rp 227.50

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@Rp 40,000.00 = Rp 280.00 @Rp 45,000.00 = Rp 45.00 @Rp 55,000.00 = Rp 55.00

Jumlah = Rp 7,263.75 Dibulatkan = Rp 7,200.00

@Rp 625,000.00 = Rp 20,625.00 @Rp 11,000.00 = Rp 1,100.00 @Rp 12,500.00 = Rp 887.50 @Rp 32,500.00 = Rp 3,250.00 @Rp 40,000.00 = Rp 6,400.00 @Rp 45,000.00 = Rp 720.00 @Rp 55,000.00 = Rp 165.00

Jumlah = Rp 33,147.50 Dibulatkan = Rp 33,100.00

@Rp 625,000.00 = Rp 20,625.00 @Rp 11,000.00 = Rp 1,100.00 @Rp 12,500.00 = Rp 887.50 @Rp 500,000.00 = Rp 4,500.00 @Rp 43,750.00 = Rp 4,375.00 @Rp 7,875.00 = Rp 7,875.00 @Rp 32,500.00 = Rp 3,250.00 @Rp 40,000.00 = Rp 6,400.00 @Rp 45,000.00 = Rp 720.00 @Rp 55,000.00 = Rp 165.00

Jumlah = Rp 49,897.50 Dibulatkan = Rp 49,800.00

@Rp 625,000.00 = Rp 20,625.00 @Rp 11,000.00 = Rp 1,100.00 @Rp 12,500.00 = Rp 887.50 @Rp 500,000.00 = Rp 4,500.00 @Rp 32,500.00 = Rp 3,250.00 @Rp 40,000.00 = Rp 6,400.00 @Rp 45,000.00 = Rp 720.00 @Rp 55,000.00 = Rp 165.00

Jumlah = Rp 37,647.50 Dibulatkan = Rp 37,600.00

@Rp 11,000.00 = Rp 1,100.00 @Rp 12,500.00 = Rp 1,250.00 @Rp 500,000.00 = Rp 35,500.00

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@Rp 500,000.00 = Rp 4,500.00 @Rp 43,750.00 = Rp 4,375.00 @Rp 7,875.00 = Rp 7,875.00 @Rp 32,500.00 = Rp 3,250.00 @Rp 40,000.00 = Rp 6,400.00 @Rp 45,000.00 = Rp 720.00 @Rp 55,000.00 = Rp 165.00

Jumlah = Rp 65,135.00 Dibulatkan = Rp 65,100.00

@Rp 11,000.00 = Rp 1,100.00 @Rp 12,500.00 = Rp 1,250.00 @Rp 500,000.00 = Rp 4,500.00 @Rp 32,500.00 = Rp 3,250.00 @Rp 40,000.00 = Rp 6,400.00 @Rp 45,000.00 = Rp 720.00 @Rp 55,000.00 = Rp 165.00

Jumlah = Rp 17,385.00 Dibulatkan = Rp 17,300.00

@Rp 11,000.00 = Rp 1,100.00 @Rp 12,500.00 = Rp 1,250.00 @Rp 500,000.00 = Rp 35,500.00 @Rp 500,000.00 = Rp 4,500.00 @Rp 43,750.00 = Rp 4,375.00 @Rp 7,875.00 = Rp 7,875.00 @Rp 32,500.00 = Rp 3,250.00 @Rp 40,000.00 = Rp 6,400.00 @Rp 45,000.00 = Rp 720.00 @Rp 55,000.00 = Rp 165.00

Jumlah = Rp 65,135.00 Dibulatkan = Rp 65,100.00

@Rp 11,000.00 = Rp 1,100.00 @Rp 12,500.00 = Rp 1,250.00 @Rp 500,000.00 = Rp 35,500.00 @Rp 32,500.00 = Rp 3,250.00 @Rp 40,000.00 = Rp 6,400.00 @Rp 45,000.00 = Rp 720.00 @Rp 55,000.00 = Rp 165.00

Jumlah = Rp 48,385.00 Dibulatkan = Rp 48,300.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 1,164,618.00 @Rp 65,100.00 = Rp 28,969.50

Jumlah = Rp 1,499,387.50 Dibulatkan = Rp 1,499,300.00

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@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 795,600.00 @Rp 17,300.00 = Rp 34,081.00

Jumlah = Rp 1,135,481.00 Dibulatkan = Rp 1,135,400.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 819,000.00 @Rp 17,300.00 = Rp 34,081.00

Jumlah = Rp 1,158,881.00 Dibulatkan = Rp 1,158,800.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 842,400.00 @Rp 17,300.00 = Rp 34,081.00

Jumlah = Rp 1,182,281.00 Dibulatkan = Rp 1,182,200.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 865,800.00 @Rp 17,300.00 = Rp 34,081.00

Jumlah = Rp 1,205,681.00 Dibulatkan = Rp 1,205,600.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 936,000.00 @Rp 17,300.00 = Rp 34,081.00

Jumlah = Rp 1,275,881.00 Dibulatkan = Rp 1,275,800.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 1,146,600.00 @Rp 49,800.00 = Rp 135,007.80

Jumlah = Rp 1,587,407.80 Dibulatkan = Rp 1,587,400.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 1,193,400.00 @Rp 49,800.00 = Rp 135,007.80

Jumlah = Rp 1,634,207.80 Dibulatkan = Rp 1,634,200.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 1,123,200.00 @Rp 49,800.00 = Rp 135,007.80

Jumlah = Rp 1,564,007.80

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Dibulatkan = Rp 1,564,000.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 1,053,000.00 @Rp 49,800.00 = Rp 135,007.80

Jumlah = Rp 1,493,807.80 Dibulatkan = Rp 1,493,800.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 1,076,400.00 @Rp 49,800.00 = Rp 135,007.80

Jumlah = Rp 1,517,207.80 Dibulatkan = Rp 1,517,200.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 1,006,200.00 @Rp 49,800.00 = Rp 135,007.80

Jumlah = Rp 1,447,007.80 Dibulatkan = Rp 1,447,000.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 748,800.00 @Rp 37,600.00 = Rp 101,933.60

Jumlah = Rp 1,156,533.60 Dibulatkan = Rp 1,156,500.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 955,188.00 @Rp 17,300.00 = Rp 46,900.30

Jumlah = Rp 1,307,888.30 Dibulatkan = Rp 1,307,800.00

@Rp 305,800.00 = Rp 305,800.00 @Rp 7,200.00 = Rp 829,483.20 @Rp 33,100.00 = Rp 52,880.56

Jumlah = Rp 1,188,163.76 Dibulatkan = Rp 1,188,100.00

@Rp 70,000.00 = Rp 70,000.00 @Rp 51,000.00 = Rp 107,100.00 @Rp 65,000.00 = Rp 22,425.00 @Rp 32,500.00 = Rp 32,500.00 @Rp 40,000.00 = Rp 12,000.00 @Rp 45,000.00 = Rp 1,350.00 @Rp 55,000.00 = Rp 165.00

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Jumlah = Rp 245,540.00 Dibulatkan = Rp 245,500.00

@Rp 350.00 = Rp 24,500.00 @Rp 51,000.00 = Rp 15,300.00 @Rp 65,000.00 = Rp 2,470.00 @Rp 32,500.00 = Rp 9,750.00 @Rp 40,000.00 = Rp 4,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 825.00

Jumlah = Rp 57,295.00 Dibulatkan = Rp 57,200.00

@Rp 350.00 = Rp 24,500.00 @Rp 51,000.00 = Rp 9,792.00 @Rp 65,000.00 = Rp 3,250.00 @Rp 32,500.00 = Rp 9,750.00 @Rp 40,000.00 = Rp 4,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 825.00

Jumlah = Rp 52,567.00 Dibulatkan = Rp 52,500.00

@Rp 17,500.00 = Rp 13,755.00 @Rp 10,500.00 = Rp 22,050.00 @Rp 8,500.00 = Rp 36,235.50 @Rp 1,300.00 = Rp 959.40 @Rp 8,500.00 = Rp 1,445.00 @Rp 12,500.00 = Rp 4,250.00 @Rp 1,750.00 = Rp 8,750.00 @Rp 1,300.00 = Rp 884.00 @Rp 300.00 = Rp 9,000.00 @Rp 300.00 = Rp 7,500.00 @Rp 32,500.00 = Rp 3,900.00 @Rp 40,000.00 = Rp 3,760.00 @Rp 45,000.00 = Rp 3,825.00 @Rp 55,000.00 = Rp 3,465.00

Jumlah = Rp 119,778.90 Dibulatkan = Rp 119,700.00

@Rp 2,500.00 = Rp 62,500.00 @Rp 32,500.00 = Rp 4,875.00 @Rp 40,000.00 = Rp 3,000.00 @Rp 45,000.00 = Rp 360.00 @Rp 55,000.00 = Rp 440.00

Jumlah = Rp 71,175.00 Dibulatkan = Rp 71,100.00

@Rp 1,500.00 = Rp 7,500.00

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@Rp 51,000.00 = Rp 8,160.00 @Rp 65,000.00 = Rp 2,080.00 @Rp 32,500.00 = Rp 4,875.00 @Rp 40,000.00 = Rp 3,000.00 @Rp 45,000.00 = Rp 360.00 @Rp 55,000.00 = Rp 440.00

Jumlah = Rp 26,415.00 Dibulatkan = Rp 26,400.00

@Rp 45,000.00 = Rp 45,000.00 @Rp 12,500.00 = Rp 625.00 @Rp 32,500.00 = Rp 3,575.00 @Rp 40,000.00 = Rp 8,800.00 @Rp 45,000.00 = Rp 990.00 @Rp 55,000.00 = Rp 275.00

Jumlah = Rp 59,265.00 Dibulatkan = Rp 59,200.00

@Rp 5,250,000.00 = Rp 5,250,000.00 @Rp 11,000.00 = Rp 13,750.00 @Rp 25,000.00 = Rp 25,000.00 @Rp 32,500.00 = Rp 162,500.00 @Rp 40,000.00 = Rp 80,000.00 @Rp 45,000.00 = Rp 42,750.00 @Rp 55,000.00 = Rp 19,250.00

Jumlah = Rp 5,593,250.00 Dibulatkan = Rp 5,593,200.00

@Rp 5,250,000.00 = Rp 210,000.00 @Rp 25,000.00 = Rp 8,750.00 @Rp 32,500.00 = Rp 32,500.00 @Rp 40,000.00 = Rp 110,000.00 @Rp 45,000.00 = Rp 11,250.00 @Rp 55,000.00 = Rp 2,750.00

Jumlah = Rp 375,250.00 Dibulatkan = Rp 375,200.00

@Rp 125,000.00 = Rp 125,000.00 @Rp 32,500.00 = Rp 325.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 450.00

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@Rp 55,000.00 = Rp 275.00 Jumlah = Rp 140,050.00

Dibulatkan = Rp 140,000.00

@Rp 115,000.00 = Rp 115,000.00 @Rp 32,500.00 = Rp 325.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 275.00

Jumlah = Rp 130,050.00 Dibulatkan = Rp 130,000.00

@Rp 100,000.00 = Rp 100,000.00 @Rp 32,500.00 = Rp 325.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 275.00

Jumlah = Rp 115,050.00 Dibulatkan = Rp 115,000.00

@Rp 175,000.00 = Rp 175,000.00 @Rp 32,500.00 = Rp 325.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 275.00

Jumlah = Rp 190,050.00 Dibulatkan = Rp 190,000.00

@Rp 35,000.00 = Rp 35,000.00 @Rp 32,500.00 = Rp 325.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 275.00

Jumlah = Rp 50,050.00 Dibulatkan = Rp 50,000.00

@Rp 25,000.00 = Rp 25,000.00 @Rp 32,500.00 = Rp 325.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 275.00

Jumlah = Rp 40,050.00 Dibulatkan = Rp 40,000.00

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@Rp 35,000.00 = Rp 35,000.00 @Rp 32,500.00 = Rp 325.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 275.00

Jumlah = Rp 50,050.00 Dibulatkan = Rp 50,000.00

@Rp 5,250,000.00 = Rp 126,000.00 @Rp 25,000.00 = Rp 7,500.00 @Rp 32,500.00 = Rp 26,000.00 @Rp 40,000.00 = Rp 96,000.00 @Rp 45,000.00 = Rp 10,800.00 @Rp 55,000.00 = Rp 2,200.00

Jumlah = Rp 268,500.00 Dibulatkan = Rp 268,500.00

@Rp 69,000.00 = Rp 75,900.00 @Rp 32,500.00 = Rp 487.50 @Rp 40,000.00 = Rp 6,000.00 @Rp 45,000.00 = Rp 675.00 @Rp 55,000.00 = Rp 55.00

Jumlah = Rp 83,117.50 Dibulatkan = Rp 83,100.00

@Rp 5,250,000.00 = Rp 126,000.00 @Rp 25,000.00 = Rp 7,500.00 @Rp 32,500.00 = Rp 26,000.00 @Rp 40,000.00 = Rp 56,000.00 @Rp 45,000.00 = Rp 10,800.00 @Rp 55,000.00 = Rp 2,200.00

Jumlah = Rp 228,500.00 Dibulatkan = Rp 228,500.00

@Rp 5,250,000.00 = Rp 105,000.00 @Rp 25,000.00 = Rp 6,250.00 @Rp 32,500.00 = Rp 32,500.00 @Rp 40,000.00 = Rp 78,000.00 @Rp 45,000.00 = Rp 13,500.00 @Rp 55,000.00 = Rp 2,750.00

Jumlah = Rp 238,000.00 Dibulatkan = Rp 238,000.00

@Rp 5,250,000.00 = Rp 131,250.00 @Rp 100,000.00 = Rp 100,000.00 @Rp 25,000.00 = Rp 7,500.00 @Rp 12,500.00 = Rp 375.00 @Rp 32,500.00 = Rp 26,000.00 @Rp 40,000.00 = Rp 56,000.00

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@Rp 45,000.00 = Rp 10,800.00 @Rp 55,000.00 = Rp 2,200.00

Jumlah = Rp 334,125.00 Dibulatkan = Rp 334,100.00

@Rp 5,250,000.00 = Rp 126,000.00 @Rp 100,000.00 = Rp 30,000.00 @Rp 32,500.00 = Rp 26,000.00 @Rp 40,000.00 = Rp 56,000.00 @Rp 45,000.00 = Rp 10,800.00 @Rp 55,000.00 = Rp 2,200.00

Jumlah = Rp 251,000.00 Dibulatkan = Rp 251,000.00

@Rp 40,000.00 = Rp 84,000.00 @Rp 750.00 = Rp 1,575.00 @Rp 32,500.00 = Rp 24,375.00 @Rp 40,000.00 = Rp 18,000.00 @Rp 45,000.00 = Rp 6,750.00 @Rp 55,000.00 = Rp 825.00

Jumlah = Rp 135,525.00 Dibulatkan = Rp 135,500.00

@Rp 51,000.00 = Rp 4,590.00 @Rp 65,000.00 = Rp 650.00 @Rp 32,500.00 = Rp 3,250.00 @Rp 40,000.00 = Rp 4,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 55.00

Jumlah = Rp 12,995.00 Dibulatkan = Rp 12,900.00

@Rp 51,000.00 = Rp 3,315.00 @Rp 32,500.00 = Rp 2,925.00 @Rp 40,000.00 = Rp 3,600.00 @Rp 45,000.00 = Rp 405.00 @Rp 55,000.00 = Rp 330.00

Jumlah = Rp 10,575.00 Dibulatkan = Rp 10,500.00

@Rp 51,000.00 = Rp 2,550.00 @Rp 65,000.00 = Rp 1,040.00 @Rp 32,500.00 = Rp 3,250.00 @Rp 40,000.00 = Rp 4,000.00 @Rp 45,000.00 = Rp 450.00 @Rp 55,000.00 = Rp 55.00

Jumlah = Rp 11,345.00 Dibulatkan = Rp 11,300.00

@Rp 50,000.00 = Rp 50,000.00

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@Rp 51,000.00 = Rp 5,100.00 @Rp 65,000.00 = Rp 650.00 @Rp 32,500.00 = Rp 24,375.00 @Rp 40,000.00 = Rp 10,000.00 @Rp 45,000.00 = Rp 1,125.00 @Rp 55,000.00 = Rp 1,375.00

Jumlah = Rp 92,625.00 Dibulatkan = Rp 92,600.00

@Rp 32,500.00 = Rp 32,500.00 @Rp 51,000.00 = Rp 4,539.00 @Rp 65,000.00 = Rp 780.00 @Rp 4,500.00 = Rp 3,375.00 @Rp 32,500.00 = Rp 24,375.00 @Rp 40,000.00 = Rp 10,000.00 @Rp 45,000.00 = Rp 1,125.00 @Rp 55,000.00 = Rp 137.50

Jumlah = Rp 76,831.50 Dibulatkan = Rp 76,800.00

@Rp 6,500.00 = Rp 32,500.00 @Rp 51,000.00 = Rp 586.50 @Rp 65,000.00 = Rp 97.50 @Rp 4,500.00 = Rp 58.50 @Rp 32,500.00 = Rp 2,925.00 @Rp 40,000.00 = Rp 3,600.00 @Rp 45,000.00 = Rp 405.00 @Rp 55,000.00 = Rp 275.00

Jumlah = Rp 40,447.50 Dibulatkan = Rp 40,400.00

@Rp 30,000.00 = Rp 30,000.00 @Rp 51,000.00 = Rp 5,100.00 @Rp 65,000.00 = Rp 2,275.00 @Rp 4,500.00 = Rp 3,375.00 @Rp 32,500.00 = Rp 16,250.00 @Rp 40,000.00 = Rp 10,000.00 @Rp 45,000.00 = Rp 1,125.00 @Rp 55,000.00 = Rp 1,375.00

Jumlah = Rp 69,500.00 Dibulatkan = Rp 69,500.00

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@Rp 32,500.00 = Rp 32,500.00 @Rp 51,000.00 = Rp 10,200.00 @Rp 65,000.00 = Rp 2,925.00 @Rp 4,500.00 = Rp 3,375.00 @Rp 32,500.00 = Rp 22,750.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 1,575.00 @Rp 55,000.00 = Rp 1,925.00

Jumlah = Rp 89,250.00 Dibulatkan = Rp 89,200.00

@Rp 5,000.00 = Rp 11,000.00 @Rp 51,000.00 = Rp 10,200.00 @Rp 65,000.00 = Rp 2,925.00 @Rp 4,500.00 = Rp 3,375.00 @Rp 32,500.00 = Rp 22,750.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 1,575.00 @Rp 55,000.00 = Rp 1,925.00

Jumlah = Rp 67,750.00 Dibulatkan = Rp 67,700.00

@Rp 28,500.00 = Rp 28,500.00 @Rp 51,000.00 = Rp 10,200.00 @Rp 65,000.00 = Rp 2,925.00 @Rp 4,500.00 = Rp 3,375.00 @Rp 32,500.00 = Rp 22,750.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 1,575.00 @Rp 55,000.00 = Rp 1,925.00

Jumlah = Rp 85,250.00 Dibulatkan = Rp 85,200.00

@Rp 10,200.00 = Rp 22,440.00 @Rp 51,000.00 = Rp 10,200.00 @Rp 65,000.00 = Rp 2,925.00 @Rp 4,500.00 = Rp 3,375.00 @Rp 32,500.00 = Rp 22,750.00 @Rp 40,000.00 = Rp 14,000.00 @Rp 45,000.00 = Rp 1,575.00 @Rp 55,000.00 = Rp 1,925.00

Jumlah = Rp 79,190.00 Dibulatkan = Rp 79,100.00

@Rp 10,500.00 = Rp 1,753.50 @Rp 8,500.00 = Rp 705.50 @Rp 22,500.00 = Rp 4,500.00 @Rp 2,500.00 = Rp 1,000.00 @Rp 5,000.00 = Rp 750.00

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@Rp 10,000.00 = Rp 500.00 @Rp 32,500.00 = Rp 6,500.00 @Rp 40,000.00 = Rp 12,000.00 @Rp 45,000.00 = Rp 1,350.00 @Rp 55,000.00 = Rp 550.00

Jumlah = Rp 29,609.00 Dibulatkan = Rp 29,600.00

@Rp 15,000.00 = Rp 1,575.00 @Rp 10,500.00 = Rp 855.75 @Rp 25,000.00 = Rp 250.00 @Rp 2,500.00 = Rp 812.50 @Rp 32,500.00 = Rp 14,625.00 @Rp 40,000.00 = Rp 6,000.00 @Rp 45,000.00 = Rp 900.00 @Rp 55,000.00 = Rp 1,100.00

Jumlah = Rp 26,118.25 Dibulatkan = Rp 26,100.00

@Rp 8,500.00 = Rp 255.00 @Rp 22,500.00 = Rp 2,925.00 @Rp 25,000.00 = Rp 500.00 @Rp 25,000.00 = Rp 250.00 @Rp 12,500.00 = Rp 1,250.00 @Rp 85,000.00 = Rp 7,650.00 @Rp 10,000.00 = Rp 100.00 @Rp 12,000.00 = Rp 2,400.00 @Rp 2,500.00 = Rp 250.00 @Rp 32,500.00 = Rp 4,875.00 @Rp 40,000.00 = Rp 7,000.00 @Rp 45,000.00 = Rp 1,800.00 @Rp 55,000.00 = Rp 1,100.00

Jumlah = Rp 30,355.00

Dibulatkan = Rp 30,300.00

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REKAPITULASI

RUMAH DINAS BANK INDONESIA

GOLONGAN MUDA

NO. URAIAN PEKERJAAN SUB - TOTAL

A. PEK. BANGUNAN RUMAH

I. PEKERJAAN PERSIAPAN 15,595,250.00

II. PEKERJAAN STRUKTUR

2.1. Pek. Galian dan Urugan 27,678,386.00

2.2. Pek. Beton Struktur 70,109,452.50

2.3. Pek. Beton Non Struktur 267,322.50

III. PEKERJAAN PASANGAN 45,112,836.50

IV. PEKERJAAN METAL 17,496,250.00

V. PEKERJAAN A T A P 34,104,272.50

VI PEK. KOSEN, PINTU, JENDELA & GANTUNGAN 66,816,934.00

VII. PEKERJAAN FINISHING

7.1. Finishing Dinding 33,989,769.85

7.2. Finishing Lantai 28,304,474.84

7.3. Finishing Plafond 15,930,705.00

7.4. Finishing Pengecatan 34,246,449.45

VIII PEK. PERLENGKAPAN SANITAIR 17,579,481.60

IX. PEKERJAAN MEKANIKAL

9.1. Pekerjaan Air Bersih 22,700,430.00

9.2. Pekerjaan Air Kotor 3,750,000.00

X. PEKERJAAN ELEKTRIKAL

10.1. Pekerjaan Listrik 17,590,000.00

10.2. Pek. Penangkal Petir 3,250,000.00

10.3. Pekerjaan Telepon 825,000.00

10.4. Pekerjaan Antena TV 495,000.00

Total Biaya Bangunan Rumah 455,842,014.74

B. PEK. BANGUNAN LUAR

1.1. Pekerjaan Saluran & Resapan Air Hujan 11,648,125.00

1.2. Pekerjaan Pengerasan Halaman 5,175,750.00

1.3. Pekerjaan Halaman & Taman 1,152,600.00

1.4. Pekerjaan Lain-Lain 17,440,080.00

Total Biaya Bangunan Luar 35,416,555.00

C. PEK. CANOPY CARPORT

1.1. Pek. Pondasi 621,697.50

1.2. Pek. Dinding 11,477,725.00

Total Biaya Canopy dan Carport 12,099,422.50

D. PEK. BANGUNAN PAGAR

1.1. Pek. Pondasi 4,105,826.00

1.2. Pek. Dinding 6,605,845.50

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Total Biaya Bangunan Pagar 10,711,671.50

SUB-TOTAL 514,069,663.74

JASA PEMBORONG 10 % 51,406,966.37

SUB-TOTAL 565,476,630.11

P. P. N. 10 % 56,547,663.01

T O T A L 622,024,293.13

DIBULATKAN 622,000,000.00

TERBILANG : Enam ratus dua puluh dua juta rupiah

Ciamis, 12 Oktober 2011

PT. KARYA CIPTA BANGSA

OJ

ADE DUDI. ST

Direktur Utama

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3.03368

5.38417

13.6381

0.052

8.77563

3.40348

6.63417

12.9976

6.6119

5.50596

3.09894

6.66183

3.41967

4.41583

0.72947

3.42172

0.63221

0.16048

0.09629

2.26587

1.00682

0.22421

3.39255

0.00121

0.02233

0.79869

1.28501

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97.6699

6.2E+08

0.00

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