ee pembangunan sdn cingga kab. pegaf 2015

KEEGIATAN : PEMBANGUNAN GEDUNG SEKOLAH

PEKERJAAN : PEMBANGUNAN 1 UNIT SEKOLAH BARU (USB) SDN CINGGA

LOKASI : KP. TIMTOU DISTRIK CATUBOU KABUPATEN PEGUNUNGAN ARFAK

THN ANGGARAN : 2015SKPD : Kepala Dinas Pendidikan dan KebudayaanKEPALA SKPD : STOA TOANSIBA, S.PdNIP : NIP. 19610719 198410 1 003PPTK : Pejabat Pelaksana Teknis KegiatanNAMA : IBRAHIM TOWANSIBA, S.PdNIP : NIP. 19690611 200312 011

PenyediaKonsultan PT. MAINDO PENDAWA PAPADAANKepala Cabang Y. BENYAMIN M, STTeam Leader

PEMBANGUNAN 1 UNIT SEKOLAH BARU (USB) SDN CINGGAKP. TIMTOU DISTRIK CATUBOU KABUPATEN PEGUNUNGAN ARFAK

PEMERINTAH KABUPATEN PEGUNUNGAN ARFAKDINAS PENDIDIKAN DAN KEBUDAYAAN

ENGINEER ESTIMATION (EE)

PEMBANGUNAN 1 UNIT SEKOLAH BARU (USB) SDN CINGGAKP. TIMTOU DISTRIK CATUBOU KABUPATEN PEGUNUNGAN ARFAK

TAHUN ANGGARAN 2015

ENGINEER ESTIMATION (EE)

REKAPITULASI ANGGARAN BIAYA

KEGIATAN : PEMBANGUNAN GEDUNG SEKOLAHPEKERJAAN : PEMBANGUNAN 1 UNIT SEKOLAH BARU (USB) SDN CINGGALOKASI : KP. TIMTOU DISTRIK CATUBOU KABUPATEN PEGUNUNGAN ARFAKTHN ANGGARAN : 2015

NO. URAIAN PEKERJAAN JUMLAH HARGA

I. PEKERJAAN PERSIAPAN Rp 56,763,525.07

II. PEKERJAAN TANAH Rp 109,383,312.03

III. PEKERJAAN PONDASI Rp 233,051,336.98

IV. PEKERJAAN BETON Rp 273,003,373.79

V. PEKERJAAN DINDING Rp 171,079,836.16

VI. PEKERJAAN PLESTERAN DAN FINISHING Rp 153,547,095.87

VII. PEKERJAAN KAYU Rp 229,625,607.10

VIII. PEKERJAAN KUNCI DAN KACA Rp 15,170,518.25

IX. PEKERJAAN PENUTUP LANTAI DAN DINDING Rp 132,505,604.45

X. PEKERJAAN PLAFOND Rp 163,828,233.39

XI. PEKERJAAN PENUTUP ATAP Rp 42,569,529.02

XII. PEKERJAAN PENGECATAN Rp 48,791,961.69

XIII. PEKERJAAN LISTRIK Rp 15,938,420.00

XIV. PEKERJAAN SALURAN KELILING Rp 104,751,783.28

XV. PEKERJAAN AKHIR Rp 4,500,000.00

REAL COAST FISIK Rp 1,754,510,137.07

PPN 10 % Rp 175,451,013.71

TOTAL COAST Rp 1,929,961,150.77

DIBULATKAN Rp 1,929,960,000.00

Terbilang : Satu Milyar Sembilan Ratus Dua Puluh Sembilan Juta Sembilan Ratus

Enam Puluh Ribu Rupiah -

Ullong, Mengetahui : KONSULTAN PERENCANA

Pejabat Pelaksana Teknis Kegiatan PT. MAINDO PENDAWA PAPADAAN

IBRAHIM TOWANSIBA, S.Pd Y. BENYAMIN M, ST

NIP. 19690611 200312 011 Kepala Cabang

Mengetahui/Menyetujui :Kepala Dinas Pendidikan dan Kebudayaan

Kabupaten Pegunungan Arfak

STOA TOANSIBA, S.Pd

NIP. 19610719 198410 1 003

RENCANA ANGGARAN BIAYA

PEKERJAAN : PEMBANGUNAN 1 UNIT SEKOLAH BARU (USB) SDN CINGGALOKASI : KP. TIMTOU DISTRIK CATUBOU KABUPATEN PEGUNUNGAN ARFAKTHN ANGGARAN : 2015

NO. PEKERJAAN VOLUME SAT.HARGA SAT. TOTAL

(Rp.) (Rp.)

I. PEKERJAAN PERSIAPAN

1 Pembersihan Lokasi 382.49 m² 36,225.00 13,855,700.25 2 Pengukuran dan Pas. Bouwplank 90.06 m 110,013.60 9,907,824.82 3 Papan Nama Proyek 1.00 ls 1,500,000.00 1,500,000.00 4 Dokumentasi dan Laporan 1.00 ls 4,500,000.00 4,500,000.00 5 Barak Kerja 24.00 m² 1,000,000.00 24,000,000.00 6 Penyediaan Air Kerja 1.00 ls 3,000,000.00 3,000,000.00

JUMLAH I : 56,763,525.07

II. PEKERJAAN TANAH

1 Galian Tanah Biasa sedalam 1 meter 94.78 m³ 112,700.00 10,681,706.00 2 Timbunan Kembali Tanah Galian 31.59 m³ 46,057.50 1,454,956.43 3 Urugan Pasir Bawah Pondasi 11.85 m³ 1,666,580.00 19,748,973.00 4 Urugan Tanah 85.47 m³ 293,480.00 25,083,735.60 5 Urugan Pasir Bawah Lantai 31.45 1,666,580.00 52,413,941.00

JUMLAH II : 109,383,312.03

III. PEKERJAAN PONDASI

1 Pasang pondasi batu kosong/Aanstamping 23.70 m³ 2,221,075.50 52,639,489.35 2 Pasangan Pondasi Batu Kali 1 : 4 46.07 m³ 3,916,037.50 180,411,847.63

JUMLAH III : 233,051,336.98

IV. PEKERJAAN BETON

1 Pekerjaan sloof beton bertulang (200 kg besi + bekisting) 3.95 m³ 10,422,576.50 41,169,177.18 2 Pekerjaan kolom beton bertulang (300 kg besi + bekisting) 8.48 m³ 12,573,450.25 106,622,858.12 3 Pekerjaan ring balok beton bertulang (12 x 20) cm 2.71 m³ 11,402,141.90 30,899,804.55 4 Pekerjaan Balok Gantung 0.92 m³ 11,402,141.90 10,489,970.55 5 Cor Beton Tumbuk 1 : 3 : 5 22.01 3,808,340.00 83,821,563.40

JUMLAH IV : 273,003,373.79

V. PEKERJAAN DINDING

1 Pasangan Dinding Batu Tela 1 : 4 336.94 507,745.70 171,079,836.16

JUMLAH V : 171,079,836.16

m³

m³

m²


(Rp.) (Rp.)

VI. PEKERJAAN PLESTERAN DAN FINISHING

1 Plesteran Dinding 1 : 4 Tebal 1,5 cm 673.88 m² 153,766.50 103,620,169.02 2 Acian Dinding 673.88 m² 74,088.75 49,926,926.85

JUMLAH VI : 153,547,095.87

VII. PEKERJAAN KAYU

1 Kusen Pintu, Jendela dan Ventilasi 1.82 m³ 18,255,905.00 33,225,747.10 2 Pintu Panil Kayu Tebal 3 cm 11.98 m² 1,132,589.00 13,568,416.22 3 Jendela Panil Kayu + Kaca Ryben 5 mm 26.54 m² 1,317,803.40 34,974,502.24 4 Ventilasi Jalusi Panil Kayu 26.54 m² 799,204.00 21,210,874.16 5 Kuda-Kuda Kayu Besi 5/10 3.75 m³ 19,799,285.50 74,247,320.63 6 Gording Kayu Matoa 5/10 3.33 m³ 10,475,465.00 34,883,298.45 7 List Plank Kayu Besi 2/30 89.98 m 194,659.35 17,515,448.31

JUMLAH VII : 229,625,607.10

VIII. PEKERJAAN KUNCI DAN KACA

1 Pas. Engsel Pintu 24.00 psng 77,972.88 1,871,349.00 2 Pas. Engsel Jendela 68.00 psng 68,772.88 4,676,555.50 3 Pas. Hak Angin Jendela 68.00 bh 67,162.88 4,567,075.50 4 Pas. Grendel Jendela 34.00 bh 52,787.88 1,794,787.75 5 Pas. Kunci Tanam 2 Slaag 4.00 bh 565,187.63 2,260,750.50

JUMLAH VIII : 15,170,518.25

IX. PEKERJAAN PENUTUP LANTAI DAN DINDING

1 Pasangan Lantai Keramik 40/40 270.82 m² 489,275.55 132,505,604.45

JUMLAH IX : 132,505,604.45

X. PEKERJAAN PLAFOND

1 Pasang Plafond Tripleks 4 mm 327.90 m² 445,766.45 146,166,818.95 2 List Profil Kayu 360.24 m' 49,026.80 17,661,414.43

JUMLAH X : 163,828,233.39

XI. PEKERJAAN PENUTUP ATAP

1 Atap Seng Gelombang BJLS 0.3 408.54 m² 101,798.00 41,588,554.92 2 Pasang Atap Nok Seng 14.52 m² 67,560.20 980,974.10

JUMLAH XI : 42,569,529.02


(Rp.) (Rp.)

XII. PEKERJAAN PENGECATAN

1 Cat Dinding Tembok 673.88 m² 33,859.45 22,817,206.17 2 Cat Plafon 327.90 m² 40,497.25 13,279,048.27 3 Cat List Plafond 9.01 m² 57,689.75 519,553.89 4 Cat List Plank Kayu 26.99 m² 80,051.50 2,160,910.19 5 Cat Kusen Pintu, Jendela & Ventilasi 68.79 m² 80,051.50 5,506,742.69 6 Cat Daun Pintu Panil 23.96 m² 80,051.50 1,918,033.94 7 Cat Jendela dan Ventilasi Panil 32.36 m² 80,051.50 2,590,466.54

JUMLAH XIII : 48,791,961.69

XIII. PEKERJAAN LISTRIK

1 Pas. Sekring Khast 2.00 unit 350,000.00 700,000.00 2 Pas. Lampu Tanam Philips SL 20 watt 32.00 bh 309,522.50 9,904,720.00 3 Pas. Stop Kontak 20 Amph 4.00 bh 238,855.00 955,420.00 4 Pas. Saklar Tunggal Broco 12.00 bh 259,555.00 3,114,660.00 5 Pas. Saklar Ganda Broco 4.00 bh 315,905.00 1,263,620.00

JUMLAH XIV : 15,938,420.00

XIV. PEKERJAAN SALURAN KELILING

1 Pekerjaan Saluran Air :a. Pek. Galian Tanah Biasa 15.49 m³ 112,700.00 1,745,723.00 b. Pek. Pasir Urug 2.21 m³ 1,666,580.00 3,683,141.80 c. Pas. Bekesting 155.76 m² 263,591.50 41,057,012.04 d. Pek. Beton Tumbuk 1:3:5 11.33 m³ 3,808,340.00 43,148,492.20 e. Plesteran 1:2 113.28 m² 133,451.75 15,117,414.24

JUMLAH XV : 104,751,783.28

XV. PEKERJAAN AKHIR

1 Pembersihan Akhir 1.00 ls 4,500,000.00 4,500,000.00

JUMLAH XVI : 4,500,000.00

ANALISA HARGA SATUAN

PEKERJAAN : PEMBANGUNAN 1 UNIT SEKOLAH BARU (USB) SDN CINGGALOKASI : KP. TIMTOU DISTRIK CATUBOU KABUPATEN PEGUNUNGAN ARFAKTHN ANGGARAN : 2015

NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN

(Rp.)1. 2. 3. 4. 5.

1 1 M² PEKERJAAN PEMBERSIHAN LOKASITENAGAPekerja 0.1500 Oh 125,000.00 Mandor 0.0750 Oh 170,000.00

Jumlah (1)Overhead & Profit = 15 %Harga Satuan Pekerjaan

2 1 M³ GALIAN TANAH KERAS CUTTING DENGAN ALAT MEKANISTENAGAPekerja 0.2860 Oh 125,000.00 Mandor 0.0360 Oh 170,000.00 Sewa Exsavator 0.1430 Jam 750,000.00


3 1 M³ GALIAN TANAH BIASA SEDALAM 1 MTENAGAPekerja 0.7500 Oh 125,000.00Mandor 0.0250 Oh 170,000.00


4 1 M³ URUGAN KEMBALI TANAH BEKAS GALIANTENAGAPekerja 0.3000 Oh 125,000.00 Mandor 0.0150 Oh 170,000.00


5 1 M³ MEMADATKAN TANAH (PER 20 CM)TENAGAPekerja 0.1920 Oh 125,000.00 Mandor 0.0192 Oh 170,000.00


6 1 M' PEKERJAAN PENGUKURAN DAN PASANG BOUWPLANGBAHANPapan Bekisting 0.0070 M³ 3,430,000.00 Balok Bekisting 0.0120 M³ 3,430,000.00 Paku Campur 0.0200 Kg 27,200.00

Jumlah (1)TENAGATukang 0.1000 Oh 150,000.00 Kepala Tukang 0.0100 Oh 160,000.00 Pekerja 0.1000 Oh 125,000.00 Mandor 0.0050 Oh 170,000.00

Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan


(Rp.)1. 2. 3. 4. 5.7 1 M² PEMBUATAN KANTOR SEMENTARA / DIREKSI KEET

BAHANDolken Kayu Ø 8-10/400 cm 1.7000 Btg 25,000.00 Kayu Bekisting 0.2100 M³ 3,430,000.00 Semen Portland 10.5000 Kg 6,500.00 Paku Campur 0.3000 Kg 27,200.00 Pasir Beton 0.0300 M³ 1,175,000.00 Pasir Pasang 0.1500 M³ 1,175,000.00 Koral Beton 0.0500 M³ 1,175,000.00 Batu Bata Merah / Batu Tela 30.0000 Bh 9,900.00 Triplek T 4 mm 0.0600 Lbr 114,000.00 Kaca Polos 5 mm 0.0800 M² 379,500.00 Jendela Naco 0.2000 Bh 390,000.00 Besi Strip 1.1000 Kg 25,000.00 Paku Seng 0.8500 Kg 26,000.00 Kunci Gembok 1.1500 Bh 49,000.00 Seng Gelombang BJLS 0,20 1.5000 Lbr 56,960.00

Jumlah (1)TENAGATukang Kayu 2.0000 Oh 150,000.00 Kepala tukang 0.2000 Oh 160,000.00 Pekerja 1.0000 Oh 125,000.00 Mandor 0.0500 Oh 170,000.00


8 1 M² PEMBUATAN BEDENG BURUH / LOS KERJA.BAHANDolken Kayu Ø 8-10/400 cm 1.7000 Btg 25,000.00 Kayu Bekisting 0.2100 M³ 5,300,000.00 Semen Portland 10.5000 Kg 6,340.00 Paku Campur 0.3000 Kg 21,000.00 Pasir Beton 0.0300 M³ 575,000.00 Koral Beton 0.0500 M³ 535,000.00 Triplek 4 mm 1.5000 Lbr 92,150.00 Seng Gelombang BJLS 0,20 1.5000 Lbr 56,960.00

Jumlah (1)TENAGATukang Kayu 2.0000 Oh 150,000.00 Kepala tukang 0.2000 Oh 160,000.00 Pekerja 1.0000 Oh 125,000.00 Mandor 0.0500 Oh 170,000.00


9 1 M³ URUGAN TANAH TIMBUNAN BIASA (MATERIAL DIDATANGKAN)BAHAN Tanah urug 1.2000 M³ 180,000.00

Jumlah (1)TENAGA Pekerja 0.3000 Oh 125,000.00 Mandor 0.0100 Oh 170,000.00



(Rp.)1. 2. 3. 4. 5.10 1 M³ MEMBUANG/MEMINDAHKAN TANAH SEJAUH 15 M (FILLING)

TENAGAPekerja 0.3300 Oh 125,000.00 Mandor 0.0100 Oh 170,000.00


11 1 M³ URUGAN PASIR BAWAH LANTAI / PONDASIBAHAN Pasir urug 1.2000 M³ 1,175,000.00

Jumlah (1)TENAG Pekerja 0.3000 Oh 125,000.00 Mandor 0.0100 Oh 170,000.00


12 1 M³ PASANG PONDASI BATU KOSONG / AANSTAMPINGBAHANBatu Belah 15/20 1.2000 M³ 1,175,000.00 Pasir Urug 0.3000 M³ 1,175,000.00

Jumlah (1)TENAGATukang Batu 0.3900 Oh 150,000.00 Kepala Tukang 0.0390 Oh 160,000.00 Pekerja 0.7800 Oh 125,000.00 Mandor 0.0390 Oh 170,000.00


13 1 M³ PASANGAN PONDASI BATU GUNUNG / KALI, 1 PC : 4 PSBAHANBatu Belah 15/20 1.2000 M³ 1,175,000.00 Semen Portland 163.0000 Kg 6,500.00 Pasir Pasang 0.5200 M³ 1,175,000.00



14 1 M³ MEMBUAT BETON TUMBUK 1 PC : 3 PS : 5 KR. BAHANSemen PC 218.0000 Kg 6,500.00 Pasir Beton 0.5200 Oh 1,175,000.00 Batu Pecah / Split 0.8700 Oh 1,175,000.00




(Rp.)1. 2. 3. 4. 5.15 1 M³ MEMBUAT BETON 1 PC : 1,5 PS : 2,5 KR.

BAHANSemen PC 386.0000 Kg 6,500.00 Pasir Beton 0.4700 Oh 1,175,000.00 Batu Pecah / Split 0.7800 Oh 1,175,000.00



16 1 M³ PONDASI BETON BERTULANG (150 KG BESI + BEKISTING)BAHANKayu Terentang 0.2000 M³ 3,430,000.00 Paku Campur 1.5000 Kg 27,200.00 Besi Beton polos 150.0000 Kg 19,900.00 Kawat Beton 2.2500 Kg 29,000.00 Semen PC 323.0000 Kg 6,500.00 Pasir Beton 0.5200 M³ 1,175,000.00 Batu Pecah / Split 0.7800 M³ 1,175,000.00

Jumlah (1)TENAGAPekerja 3.9000 Oh 125,000.00 Tukang Batu 0.3500 Oh 150,000.00 Tukang Kayu 1.0400 Oh 150,000.00 Tukang Besi 1.0500 Oh 150,000.00 Kepala Tukang 0.2450 Oh 160,000.00 Mandor 0.1650 Oh 170,000.00


17 1 M³ SLOOF BETON BERTULANG (160 KG BESI + BEKISTING)BAHANKayu Terentang 0.2700 M³ 3,430,000.00 Paku Campur 2.0000 Kg 27,200.00 Besi Beton polos 160.0000 Kg 19,900.00 Kawat Beton 3.0000 Kg 29,000.00 Semen PC 323.0000 Kg 6,500.00 Pasir Beton 0.5200 M³ 1,175,000.00 Batu Pecah / Split 0.7800 M³ 1,175,000.00




(Rp.)1. 2. 3. 4. 5.18 1 M³ KOLOM BETON BERTULANG (160 KG BESI + BEKISTING)

BAHANKayu Terentang 0.4000 M³ 3,430,000.00 Paku Campur 4.0000 Kg 27,200.00 Besi Beton 160.0000 Kg 19,900.00 Kawat Beton 4.5000 Kg 29,000.00 Semen PC 323.0000 Kg 6,500.00 Pasir Beton 0.5200 M³ 1,175,000.00 Batu Pecah / Split 0.7800 M³ 1,175,000.00 Balok Kayu Kelas II 0.0150 M³ 6,829,000.00 Dolken 8-10 /400 cm 20.0000 Btg 25,000.00



19 1 M³ BALOK BETON BERTULANG (150 KG BESI + BEKISTING)BAHANKayu Terentang 0.3200 M³ 3,430,000.00 Paku Campur 3.2000 Kg 27,200.00 Besi Beton 150.0000 Kg 19,900.00 Kawat Beton 3.0000 Kg 29,000.00 Semen PC 323.0000 Kg 6,500.00 Pasir Beton 0.5200 M³ 1,175,000.00 Batu Pecah / Split 0.7800 M³ 1,175,000.00 Balok Kayu Kelas II 0.0140 M³ 6,829,000.00 Dolken 8-10 /400 cm 16.0000 Btg 25,000.00




(Rp.)1. 2. 3. 4. 5.20 1 M³ BETON BERTULANG (150 KG BESI + BEKISTING)

BAHANKayu Terentang 0.2500 M³ 3,430,000.00 Paku Campur 3.0000 Kg 27,200.00 Besi Beton polos 200.0000 Kg 19,900.00 Kawat Beton 3.0000 Kg 29,000.00 Semen PC 323.0000 Kg 6,500.00 Pasir Beton 0.5200 M³ 1,175,000.00 Batu Pecah / Split 0.7800 M³ 1,175,000.00 Balok Kayu Kelas II 0.1050 M³ 6,829,000.00 Tripleks Tebal 9 mm 2.5000 Lbr 247,500.00 Dolken 8-10 /400 cm 14.0000 Btg 25,000.00



21 1 M³ BALOK BETON BERTULANG (150 KG BESI + BEKISTING)BAHANKayu Terentang 0.3200 M³ 3,430,000.00 Paku Campur 3.2000 Kg 27,200.00 Besi Beton polos 150.0000 Kg 19,900.00 Kawat Beton 2.2500 Kg 29,000.00 Semen PC 323.0000 Kg 6,500.00 Pasir Beton 0.5200 M³ 1,175,000.00 Batu Pecah / Split 0.7800 M³ 1,175,000.00 Balok Kayu Kelas II 0.1200 M³ 6,829,000.00 Dolken 8-10 /400 cm 32.0000 Btg 25,000.00




(Rp.)1. 2. 3. 4. 5.22 1 M² PASANGAN BATU TELA TEBAL 1/2 BATU, 1 PC : 2 PS.

BAHANBatu Tela 23.0000 Bh 9,900.00 Semen PC 18.9500 Kg 6,500.00 Pasir Pasang 0.0380 Oh 1,175,000.00



23 1 M² PASANGAN BATU TELA TEBAL 1/4 BATU, 1 PC : 4 PS.BAHANBatu Tela 23.0000 Bh 9,900.00 Semen PC 8.3600 Kg 6,500.00 Pasir Pasang 0.0290 Kg 1,175,000.00



24 1 M² PASANGAN BATU TELA TEBAL 1/2 BATU, 1 PC : 4 PS.BAHANBatu Tela 30.0000 Bh 9,900.00 Semen PC 8.3700 Kg 6,500.00 Pasir Pasang 0.0400 Kg 1,175,000.00


Jumlah (2)Jumlah (1)+(2)Jumlah x 12.5Overhead & Profit = 15 %Harga Satuan Pekerjaan

25 1 M² PLESTERAN TEBAL 15 MM, 1 PC : 3 PS.BAHANSemen PC 6.4800 Kg 6,500.00 Pasir Pasang 0.0190 Kg 1,175,000.00




(Rp.)1. 2. 3. 4. 5.26 1 M² PLESTERAN TEBAL 15 MM, 1 PC : 4 PS.

BAHANSemen PC 6.2400 Kg 6,500.00 Pasir Pasang (Plesteran) 0.0240 Kg 1,175,000.00



27 1 M² JALUSI KUSEN (KAYU KLS. I)BAHANPapan kayu 0.0200 m3 10,909,000.00 Paku 1 cm - 2,5 cm 0.1500 kg 27,200.00

Jumlah (1)TENAGATukang kayu 2.0000 Oh 150,000.00 Kepala Tukang 0.2000 Oh 160,000.00 Pekerja 0.6700 Oh 125,000.00 Mandor 0.3350 Oh 170,000.00


28 1 M ACIAN DINDINGBAHANSemen PC 3.2500 Kg 6,500.00



29 1 M LIST PROFIL KAYU BAHANList Kayu 1.0500 M² 26,000.00 Paku 0.0100 Kg 27,200.00

Jumlah (1)TENAGAPekerja 0.0500 Oh 125,000.00 Tukang Kayu 0.0500 Oh 150,000.00 Kepala Tukang 0.0050 Oh 160,000.00 Mandor 0.0030 Oh 170,000.00



(Rp.)1. 2. 3. 4. 5.30 1 M² PLAFON TRIPLEK 4 MM + RANGKA KAYU

BAHANTriplek 0.3700 M² 114,000.00 Balok Kayu 5/7 cm 0.0150 M³ 6,829,000.00 Paku 0.2200 Kg 28,400.00



31 1 M³ KUSEN PINTU DAN JENDELABAHANBalok Kayu Klas 1 1.1000 M³ 10,382,000.00 Paku 1.2500 Kg 27,200.00



32 1 M² DAUN PINTU DAN JENDELA PANILBAHANPapan Kayu Klas 1 0.0400 M³ 10,909,000.00



33 1 M² DAUN PINTU DAN JENDELA KACABAHANPapan Kayu Klas 1 0.0240 M³ 10,909,000.00 Kaca Ribben 5 mm 0.8000 M² 459,500.00




(Rp.)1. 2. 3. 4. 5.34 1BH PASANG CLOSED DUDUK MONOBLOK

BAHANClosed Duduk 1.0000 Bh 1,270,000.00 Perlengkapan 0.0600 Set 1,270,000.00

Jumlah (1)TENAGAPekerja 0.0010 Oh 125,000.00 Tukang 1.1000 Oh 150,000.00 Kepala Tukang 3.3000 Oh 160,000.00 Mandor 0.1600 Oh 170,000.00


35 1BH PASANG CLOSED JONGKOK PORSELINBAHANClosed Jongkok 1.0000 Bh 370,000.00 Semen Portland 6.0000 Kg 6,500.00 Pasir Pasang 0.0100 M³ 1,175,000.00



36 1 M3 KUDA-KUDA KAYU BESIBAHANKayu Besi 5/10 1.200 M3 10,382,000.00Besi Strip 15.000 kg 25,000.00Paku Campuran 5.600 Kg 27,200.00

Jumlah (1)TENAGAPekerjaa 6.700 Oh 125,000.00 Tukang Kayu 20.100 Oh 150,000.00 Kepala Tukang 2.01 Oh 160,000.00 Mandor 0.335 Oh 170,000.00


37 1 M2 PASANG DINDING PEMISAH TRIPLEKS 4 MM RANGKAP RANGKA KAYU KLS. IIBAHANKayu matoa 5/10 0.0280 m3 6,829,000.00 Tripleks 4 mm 0.7600 lbr 114,000.00 Paku 0.1500 Kg 27,200.00

Jumlah (1)TENAGAPekerja 0.1500 Oh 125,000.00 Tukang Kayu 0.4500 Oh 150,000.00 Kepala Tukang 0.0450 Oh 160,000.00 mandor 0.0080 Oh 170,000.00



(Rp.)1. 2. 3. 4. 5.38 1 M3 GORDING KAYU KELAS II

BAHANKayu Kelas II /Matoa 1.100 M3 6,829,000.00Paku Campuran 3.000 Kg 27,200.00

Jumlah (1)TENAGAPekerjaa 2.400 Oh 125,000.00 Tukang Kayu 7.200 Oh 150,000.00 Kepala Tukang 0.72 Oh 160,000.00 mandor 0.12 Oh 170,000.00


39 1 M' LISPLANK 3/20BAHANPapan kayu Besi 0.011 M3 10,909,000.00 Paku Campuran 0.100 Kg 27,200.00



40 1BH PASANG KUNCI TANAM 2 x PUTARBAHANKunci Tanam 2 x Putar 1.0000 Bh 415,000.00



41 1BH PASANG KUNCI TANAM 3 x PUTARBAHANKunci Tanam 3 x Putar 1.0000 Bh 431,500.00




(Rp.)1. 2. 3. 4. 5.42 1BH PASANG ENGSEL PINTU

BAHANEngsel Pintu 1.0000 Bh 40,900.00



43 1BH PASANG ENGSEL JENDELABAHANEngsel Jendela 1.0000 Bh 32,900.00



44 1 BH PASANG KAIT ANGINBAHANKait Agin 1.000 Bh 31,500.00



45 1BH PASANG GRENDEL BAHANGrendel 1.0000 Bh 19,000.00




(Rp.)1. 2. 3. 4. 5.46 1BH PEGANGAN PINTU / DOOR HOLDER .

BAHANDoor Holder 1.0000 Bh 280,000.00



47 1 M² PASANG LANTAI KERAMIC 30 x 30 cmBAHANKeramik 1.0000 M² 105,700.00 Semen Porland 10.0000 Kg 6,500.00 Pasir Pasang 0.0215 M³ 1,175,000.00



48 1 M² PASANG LANTAI KERAMIC 40 x 40 cm BAHANKeramik 6.6300 Bh 38,400.00 Semen Porland 9.8000 Kg 6,500.00 Pasir Pasang 0.0450 M³ 1,175,000.00



49 1 M² PASANG LANTAI KERAMIC 20 x 20 cm BAHANKeramik 1.0000 M² 108,500.00 Semen Porland 10.4000 Kg 6,500.00 Pasir Pasang 0.0135 M³ 1,175,000.00




(Rp.)1. 2. 3. 4. 5.50 1 M² PASANG LANTAI KERAMIC WARNA 50 x 50 cm

BAHANKeramik 1.0000 M² 158,000.00 Semen Porland 8.3600 Kg 6,340.00 Pasir Pasang 0.0230 M³ 575,000.00 Semen Warna 0.9000 Kg 22,000.00



51 1 M' PASANG PLINT KERAMIC WARNA 10 x 50 cm BAHANKeramik 2.0000 Bh 55,500.00 Semen Porland 1.6500 Kg 6,340.00 Pasir Pasang 0.0032 M³ 575,000.00 Semen Warna 0.1000 Kg 22,000.00



52 1 M² PASANG DINDING KERAMICBAHANKeramik 1.0000 M² 108,500.00 Semen Porland 9.3000 Kg 6,500.00 Pasir Pasang 0.0180 M³ 1,175,000.00 Semen Warna 1.5000 Kg 22,000.00



53 1 M2 ATAP SENG GELOMBANG BJLS 030BAHANSeng Gelombang BJLS 0,30 Warna 0.7000 Lbr 88,600.00 Paku seng 0.0200 Kg 26,000.00




(Rp.)1. 2. 3. 4. 5.54 1 M2 PASANG ATAP NOK SENG

BAHANSeng Plat 3" x 6" BJLS 28 0.300 Lbr 81,500.00 Paku Biasa ½" - 1" 0.040 Kg 27,200.00 Papan Kls. II 0.003 M3 7,414,000.00



55 1 M² PLAFON KAYU INDAHBAHANKayu Indah Papan 0.0300 M³ 7,900,000.00 Paku 0.0100 Kg 24,000.00 Paku Skrup 0.0500 Kg 18,000.00



56 1 M² PLAFON GIPSUM BOARD T 9 MMBAHANGipsum Board (120x240x9) 0.3640 M² 186,090.08 Balok Kayu 5/7 cm 0.0150 M³ 8,287,500.00 Paku 0.2200 Kg 21,000.00 Paku Skrup 0.1100 Kg 18,000.00



57 1BH PASANG WASTAFELBAHANWastafel 1.0000 Bh 576,000.00 Perlengkapan 0.1200 Set 576,000.00 Semen Portland 6.0000 Kg 6,500.00 Pasir Pasang 0.0100 M³ 535,000.00




(Rp.)1. 2. 3. 4. 5.58 1M' PASANG PIPA GALFANIS DIA 3/4''

BAHANPipa Galvanis 1.2000 M' 47,666.67 Perlengkapan 0.3500 Set 47,666.67



59 1M' PASANG PIPA GALFANIS DIA 1 1/2''BAHANPipa GIP dia 1 1/2" 1.2000 M' 62,500.00 Perlengkapan 0.3500 Set 62,500.00



60 1M' PASANG PIPA PVC AW DIA 1/2''BAHANPipa PVC 1.2000 M' 62,000.00 Perlengkapan 0.3500 Set 62,000.00



61 1M' PASANG PIPA PVC AW DIA 3/4''BAHANPipa PVC 1.2000 M' 68,000.00 Perlengkapan 0.3500 Set 68,000.00




(Rp.)1. 2. 3. 4. 5.62 1M' PASANG PIPA PVC AW DIA 1''

BAHANPipa PVC 1.2000 M' 78,000.00 Perlengkapan 0.3500 Set 78,000.00



63 1M' PASANG PIPA PVC AW DIA 1,5''BAHANPipa PVC 1.2000 M' 96,000.00 Perlengkapan 0.3500 Set 96,000.00



64 1M' PASANG PIPA PVC AW DIA 2''BAHANPipa PVC 1.2000 M' 28,750.00 Perlengkapan 0.3500 Set 28,750.00



65 1M' PASANG PIPA PVC AW DIA 3''BAHANPipa PVC 1.2000 M' 41,250.00 Perlengkapan 0.3500 Set 41,250.00




(Rp.)1. 2. 3. 4. 5.66 1M' PASANG PIPA PVC AW DIA 4''

BAHANPipa PVC 1.2000 M' 70,000.00 Perlengkapan 0.3500 Set 70,000.00



67 1BH PASANG BAK CUCI PIRING STAINLIS STEELBAHANBak Cuci Stainles Steel 1.0000 Bh 580,000.00 Water Drain + Acsesories 1.0000 Set 100,000.00



68 1BH PASANG KRAN DIA 3/4"BAHANKran Air 1.0000 Bh 28,000.00 Seal Tape 0.0250 Set 15,000.00



69 1BH PASANG FLOOR DRAINBAHANFloor Drain 1.0000 Bh 39,000.00



70 1 UNIT PASANG SEPTICTANKPasang batu tela 1 : 2 14.250 m2 452,175.00 Plesteran dinding 1 : 2 16.500 m2 116,045.00 Cor lantai beton 1 : 2 : 3 0.280 m3 4,239,100.00 Pas pipa GIP dia. 1 1/2" 0.800 m' 149,435.00

JumlahOverhead & Profit = 15 %Harga Satuan Pekerjaan


(Rp.)1. 2. 3. 4. 5.71 1 M² PEKERJAAN CAT KAYU

BAHANCat Meni 0.2000 31,000.00 Plamir 0.1500 Kg 69,000.00 Cat Dasar 0.1700 Kg 31,000.00 Cat Penutup 0.3500 63,500.00



72 1 M² PEKERJAAN VERNISBAHANVernis 0.1500 Ltr 42,000.00 Dempul 0.0500 Kg 69,000.00 Amplas 0.1000 Lbr 5,000.00 Kuas 0.0100 Bh 13,000.00



73 1 M² PEKERJAAN CAT TEMBOKBAHANPlamir 0.1000 Kg 69,000.00 Cat Dasar 0.1000 Kg 24,000.00 Cat Penutup 0.2600 Kg 25,500.00 Kuas Roll 0.0100 Bh 13,000.00



74 1 M² PEKERJAAN CAT PLAFONBAHANPlamir 0.1200 Kg 69,000.00 Cat Dasar 0.1200 Kg 31,000.00 Cat Penutup 0.3000 Kg 25,500.00 Kuas Roll 0.0100 Bh 19,000.00




(Rp.)1. 2. 3. 4. 5.75 1 M' CAT LIST GYPSUM

BAHANPlamir 0.1000 Kg 69,000.00 Cat Interior 0.1700 Kg 24,000.00 Alat Bantu 0.3000 Ls 12,500.00



76 1 M' CAT LIST PROFIL KAYUBAHANPlamir 0.1000 Kg 69,000.00 Cat Kayu Interior 0.1700 Kg 63,500.00 Alat Bantu 0.3000 Ls 63,500.00



77 1 TTK PASANG LAMPU DL 32 WATTBAHANLampu DL 23 Watt + Fitting 1.0000 Set 162,000.00 Kabel NYA 5.0000 M' 14,000.00 Pipa Union 5/8" 2.0000 M' 11,250.00 Saklar 1.0000 Bh 19,000.00



78 1 TTK PASANG LAMPU TLD 2 x 40 WATTBAHANLampu TLD 2 x 40 Watt + Fitting 1.0000 Set 262,000.00 Kabel NYA 5.0000 M' 14,000.00 Pipa Union 5/8" 2.0000 M' 11,250.00 Saklar 1.0000 Bh 19,000.00




(Rp.)1. 2. 3. 4. 5.79 1 TTK PASANG LAMPU LHE 100 WATT

BAHANLampu LHE 100 Watt + Fitting 1.0000 Set 1,212,000.00 Kabel NYA 5.0000 M' 14,000.00 Pipa Union 5/8" 2.0000 M' 11,250.00 Saklar 1.0000 Bh 19,000.00



80 1 TTK PASANG LAMPU TLE 40 WATTBAHANLampu TLE 40 Watt + Fitting 1.0000 Set 162,000.00 Kabel NYA 5.0000 M' 14,000.00 Pipa Union 5/8" 2.0000 M' 11,250.00 Saklar 1.0000 Bh 19,000.00



81 1 TTK PASANG LAMPU SPL 25 WATTBAHANLampu SPL 25 Watt 1.0000 Set 56,000.00 Kabel NYA 10.0000 M' 14,000.00 Fitting 1.0000 Bh 20,700.00



82 1 TTK PASANG STOP KONTAK 12 VOLTBAHANStop Kontak 1.0000 Set 37,500.00 Kabel NYA 6.0000 M' 14,000.00 Pipa Union 5/8" 3.0000 M' 11,250.00




(Rp.)1. 2. 3. 4. 5.83 1 TTK PASANG STOP KONTAK AC

BAHANStop Kontak AC 1.0000 Set 37,500.00 Kabel NYA 5.0000 M' 14,000.00 Pipa Union 5/8" 3.0000 M' 11,250.00



84 1 TTK PASANG SAKLAR GANDABAHANSaklar Ganda 1.0000 Bh 42,000.00 Kabel NYA 9.0000 M' 14,000.00 Pipa Union 5/8" 3.0000 M' 11,250.00



85 1 TTK PASANG SAKLAR TUNGGALBAHANSaklar Tunggal 1.0000 Bh 35,000.00 Kabel NYA 6.0000 M' 14,000.00 Pipa Union 5/8" 3.0000 M' 11,250.00



86 1 M² PASANG BEKISTING UNTUK PONDASIBAHANKayu Terentang 0.0400 M³ 3,430,000.00 Paku Campur 0.3000 Kg 27,200.00

Jumlah (1)TENAGAKepala Tukang 0.0260 Oh 150,000.00 Tukang Kayu 0.2600 Oh 160,000.00 Pekerja 0.3000 Oh 125,000.00 Mandor 0.0050 Oh 170,000.00



JUMLAHHARGA

(Rp.)6.

18,750.00 12,750.00 31,500.00

4,725.00 36,225.00

35,750.00 6,120.00

107,250.00 149,120.00 22,368.00

171,488.00

93,750.00 4,250.00

98,000.00 14,700.00

112,700.00

37,500.00 2,550.00

40,050.00 6,007.50

46,057.50

24,000.00 3,264.00

27,264.00 4,089.60

31,353.60

24,010.00 41,160.00

544.00 65,714.00

15,000.00 1,600.00

12,500.00 850.00

29,950.00 95,664.00 14,349.60

110,013.60

JUMLAHHARGA

(Rp.)6.

42,500.00 720,300.00 68,250.00

8,160.00 35,250.00

176,250.00 58,750.00

297,000.00 6,840.00

30,360.00 78,000.00 27,500.00 22,100.00 56,350.00 85,440.00

1,713,050.00

300,000.00 32,000.00

125,000.00 8,500.00

465,500.00 2,178,550.00

326,782.50 2,505,332.50

42,500.00 1,113,000.00

66,570.00 6,300.00

17,250.00 26,750.00

138,225.00 85,440.00

1,496,035.00

300,000.00 32,000.00

125,000.00 8,500.00

465,500.00 1,961,535.00

294,230.25 2,255,765.25

216,000.00 216,000.00

37,500.00 1,700.00

39,200.00 255,200.00 38,280.00

293,480.00

JUMLAHHARGA

(Rp.)6.

41,250.00 1,700.00

42,950.00 6,442.50

49,392.50

1,410,000.00 1,410,000.00

37,500.00 1,700.00

39,200.00 1,449,200.00

217,380.00 1,666,580.00

1,410,000.00 352,500.00

1,762,500.00

58,500.00 6,240.00

97,500.00 6,630.00

168,870.00 1,931,370.00

289,705.50 2,221,075.50

1,410,000.00 1,059,500.00

611,000.00 3,080,500.00

112,500.00 12,000.00

187,500.00 12,750.00

324,750.00 3,405,250.00

510,787.50 3,916,037.50

1,417,000.00 611,000.00

1,022,250.00 3,050,250.00

37,500.00 4,000.00

206,250.00 13,600.00

261,350.00 3,311,600.00

496,740.00 3,808,340.00

JUMLAHHARGA

(Rp.)6.

2,509,000.00 552,250.00 916,500.00

3,977,750.00

37,500.00 4,000.00

206,250.00 13,600.00

261,350.00 4,239,100.00

635,865.00 4,874,965.00

686,000.00 40,800.00

2,985,000.00 65,250.00

2,099,500.00 611,000.00 916,500.00

7,404,050.00

487,500.00 52,500.00

156,000.00 157,500.00 39,200.00 28,050.00

920,750.00 8,324,800.00 1,248,720.00 9,573,520.00

926,100.00 54,400.00

3,184,000.00 87,000.00

2,099,500.00 611,000.00 916,500.00

7,878,500.00

606,250.00 52,500.00

234,000.00 210,000.00 52,960.00 28,900.00

1,184,610.00 9,063,110.00 1,359,466.50

10,422,576.50

JUMLAHHARGA

(Rp.)6.

1,372,000.00 108,800.00

3,184,000.00 130,500.00

2,099,500.00 611,000.00 916,500.00 102,435.00 500,000.00

9,024,735.00

912,500.00 52,500.00

495,000.00 315,000.00 91,200.00 42,500.00

1,908,700.00 10,933,435.00 1,640,015.25

12,573,450.25

1,097,600.00 87,040.00

2,985,000.00 87,000.00

2,099,500.00 611,000.00 916,500.00 95,606.00

400,000.00 8,379,246.00

745,000.00 52,500.00

420,000.00 210,000.00 72,800.00 35,360.00

1,535,660.00 9,914,906.00 1,487,235.90

11,402,141.90

JUMLAHHARGA

(Rp.)6.

857,500.00 81,600.00

3,980,000.00 87,000.00

2,099,500.00 611,000.00 916,500.00 717,045.00 618,750.00 350,000.00

10,318,895.00

700,000.00 52,500.00

345,000.00 210,000.00 64,800.00

3,400.00 1,375,700.00

11,694,595.00 1,754,189.25

13,448,784.25

1,097,600.00 87,040.00

2,985,000.00 65,250.00

2,099,500.00 611,000.00 916,500.00 819,480.00 800,000.00

9,481,370.00

725,000.00 52,500.00

345,000.00 210,000.00 64,800.00

3,400.00 1,400,700.00

10,882,070.00 1,632,310.50

12,514,380.50

JUMLAHHARGA

(Rp.)6.

227,700.00 123,175.00 44,650.00

395,525.00

15,000.00 1,600.00

37,500.00 2,550.00

56,650.00 452,175.00 67,826.25

520,001.25

227,700.00 54,340.00 34,075.00

316,115.00

10,950.00 1,168.00

29,125.00 1,870.00

43,113.00 359,228.00 53,884.20

413,112.20

297,000.00 54,405.00 47,000.00

398,405.00

10,950.00 1,168.00

29,125.00 1,870.00

43,113.00 441,518.00

5,518,975.00 66,227.70

507,745.70

42,120.00 22,325.00 64,445.00

22,500.00 2,400.00

25,000.00 1,700.00

51,600.00 116,045.00 17,406.75

133,451.75

JUMLAHHARGA

(Rp.)6.

40,560.00 28,200.00 68,760.00

22,500.00 2,400.00

37,500.00 2,550.00

64,950.00 133,710.00 20,056.50

153,766.50

218,180.00 4,080.00

222,260.00

300,000.00 32,000.00 83,750.00 56,950.00

472,700.00 694,960.00 104,244.00 799,204.00

21,125.00 21,125.00

15,000.00 1,600.00

25,000.00 1,700.00

43,300.00 64,425.00

9,663.75 74,088.75

27,300.00 272.00

27,572.00

6,250.00 7,500.00

800.00 510.00

15,060.00 42,632.00

6,394.80 49,026.80

JUMLAHHARGA

(Rp.)6.

42,180.00 102,435.00

6,248.00 150,863.00

97,500.00 120,000.00 12,800.00

6,460.00 236,760.00 387,623.00 58,143.45

445,766.45

11,420,200.00 34,000.00

11,454,200.00

875,000.00 3,150,000.00

336,000.00 59,500.00

4,420,500.00 15,874,700.00 2,381,205.00

18,255,905.00

436,360.00 436,360.00

125,000.00 375,000.00 40,000.00

8,500.00 548,500.00 984,860.00 147,729.00

1,132,589.00

261,816.00 367,600.00 629,416.00

100,000.00 360,000.00 48,000.00

8,500.00 516,500.00

1,145,916.00 171,887.40

1,317,803.40

JUMLAHHARGA

(Rp.)6.

1,270,000.00 76,200.00

1,346,200.00

125.00 165,000.00 528,000.00 27,200.00

720,325.00 2,066,525.00

309,978.75 2,376,503.75

370,000.00 39,000.00 11,750.00

420,750.00

125,000.00 225,000.00 240,000.00 27,200.00

617,200.00 1,037,950.00

155,692.50 1,193,642.50

12,458,400.00 375,000.00 152,320.00

12,985,720.00

837,500.00 3,015,000.00

321,600.00 56,950.00

4,231,050.00 17,216,770.00 2,582,515.50

19,799,285.50

191,212.00 86,640.00

4,080.00 281,932.00

18,750.00 67,500.00

7,200.00 1,360.00

94,810.00 376,742.00 56,511.30

433,253.30

JUMLAHHARGA

(Rp.)6.

7,511,900.00 81,600.00

7,593,500.00

300,000.00 1,080,000.00

115,200.00 20,400.00

1,515,600.00 9,109,100.00 1,366,365.00

10,475,465.00

119,999.00 2,720.00

122,719.00

12,500.00 30,000.00

3,200.00 850.00

46,550.00 169,269.00 25,390.35

194,659.35

415,000.00 415,000.00

625.00 75,000.00

800.00 42.50

76,467.50 491,467.50 73,720.13

565,187.63

431,500.00 431,500.00

1,250.00 15,000.00

1,600.00 850.00

18,700.00 450,200.00 67,530.00

517,730.00

JUMLAHHARGA

(Rp.)6.

40,900.00 40,900.00

1,875.00 22,500.00

2,400.00 127.50

26,902.50 67,802.50 10,170.38 77,972.88

32,900.00 32,900.00

1,875.00 22,500.00

2,400.00 127.50

26,902.50 59,802.50

8,970.38 68,772.88

31,500.00 31,500.00

1,875.00 22,500.00

2,400.00 127.50

26,902.50 58,402.50

8,760.38 67,162.88

19,000.00 19,000.00

1,875.00 22,500.00

2,400.00 127.50

26,902.50 45,902.50

6,885.38 52,787.88

JUMLAHHARGA

(Rp.)6.

280,000.00 280,000.00

1,875.00 22,500.00

2,400.00 127.50

26,902.50 306,902.50 46,035.38

352,937.88

105,700.00 65,000.00 25,262.50

195,962.50

32,500.00 18,750.00

2,000.00 2,210.00

55,460.00 251,422.50 37,713.38

289,135.88

254,592.00 63,700.00 52,875.00

371,167.00

31,250.00 18,750.00

2,080.00 2,210.00

54,290.00 425,457.00 63,818.55

489,275.55

108,500.00 67,600.00 15,862.50

191,962.50

33,750.00 19,500.00

2,080.00 2,295.00

57,625.00 249,587.50 37,438.13

287,025.63

JUMLAHHARGA

(Rp.)6.

158,000.00 53,002.40 13,225.00 19,800.00

244,027.40

32,500.00 18,750.00

2,000.00 2,210.00

55,460.00 299,487.40 44,923.11

344,410.51

111,000.00 10,461.00

1,840.00 2,200.00

125,501.00

7,500.00 4,500.00

480.00 510.00

12,990.00 138,491.00 20,773.65

159,264.65

108,500.00 60,450.00 21,150.00 33,000.00

223,100.00

75,000.00 15,000.00

7,200.00 5,100.00

102,300.00 325,400.00 48,810.00

374,210.00

62,020.00 520.00

62,540.00

15,000.00 9,000.00

960.00 1,020.00

25,980.00 88,520.00 13,278.00

101,798.00

JUMLAHHARGA

(Rp.)6.

24,450.00 1,088.00

18,535.00 44,073.00

1,875.00 10,500.00

1,280.00 1,020.00

14,675.00 58,748.00

8,812.20 67,560.20

237,000.00 240.00 900.00

238,140.00

7,500.00 90,000.00 32,000.00

1,700.00 131,200.00 369,340.00 55,401.00

424,741.00

67,736.79 124,312.50

4,620.00 1,980.00

198,649.29

125,000.00 150,000.00 16,000.00

8,500.00 299,500.00 498,149.29 74,722.39

572,871.68

576,000.00 69,120.00 39,000.00

5,350.00 689,470.00

150,000.00 210,000.00 24,000.00 17,000.00

401,000.00 1,090,470.00

163,570.50 1,254,040.50

JUMLAHHARGA

(Rp.)6.

57,200.00 16,683.33 73,883.33

6,750.00 13,500.00

1,440.00 4,590.00

26,280.00 100,163.33 15,024.50

115,187.83

75,000.00 21,875.00 96,875.00

13,500.00 27,000.00

2,880.00 9,180.00

52,560.00 149,435.00 22,415.25

171,850.25

74,400.00 21,700.00 96,100.00

4,500.00 9,000.00

960.00 306.00

14,766.00 110,866.00 16,629.90

127,495.90

81,600.00 23,800.00

105,400.00

4,500.00 9,000.00

960.00 306.00

14,766.00 120,166.00 18,024.90

138,190.90

JUMLAHHARGA

(Rp.)6.

93,600.00 27,300.00

120,900.00

4,500.00 9,000.00

960.00 306.00

14,766.00 135,666.00 20,349.90

156,015.90

115,200.00 33,600.00

148,800.00

4,500.00 9,000.00

960.00 306.00

14,766.00 163,566.00 24,534.90

188,100.90

34,500.00 10,062.50 44,562.50

6,750.00 13,500.00

1,440.00 459.00

22,149.00 66,711.50 10,006.73 76,718.23

49,500.00 14,437.50 63,937.50

10,125.00 20,250.00

2,160.00 697.00

33,232.00 97,169.50 14,575.43

111,744.93

JUMLAHHARGA

(Rp.)6.

84,000.00 24,500.00

108,500.00

10,125.00 20,250.00

2,160.00 697.00

33,232.00 141,732.00 21,259.80

162,991.80

580,000.00 100,000.00 680,000.00

3,750.00 45,000.00

4,800.00 255.00

53,805.00 733,805.00 110,070.75 843,875.75

28,000.00 375.00

28,375.00

1,250.00 15,000.00

1,600.00 850.00

18,700.00 47,075.00

7,061.25 54,136.25

39,000.00 39,000.00

1,250.00 15,000.00

1,600.00 850.00

18,700.00 57,700.00

8,655.00 66,355.00

6,443,493.75 1,914,742.50 1,186,948.00

119,548.00 9,664,732.25 1,449,709.84

11,114,442.09

JUMLAHHARGA

(Rp.)6.

6,200.00 10,350.00

5,270.00 22,225.00 44,045.00

8,750.00 15,750.00

640.00 425.00

25,565.00 69,610.00 10,441.50 80,051.50

6,300.00 3,450.00

500.00 130.00

10,380.00

20,000.00 24,000.00

2,560.00 425.00

46,985.00 57,365.00

8,604.75 65,969.75

6,900.00 2,400.00 6,630.00

130.00 16,060.00

2,500.00 9,450.00 1,008.00

425.00 13,383.00 29,443.00

4,416.45 33,859.45

8,280.00 3,720.00 7,650.00

190.00 19,840.00

2,500.00 11,250.00

1,200.00 425.00

15,375.00 35,215.00

5,282.25 40,497.25

JUMLAHHARGA

(Rp.)6.

6,900.00 4,080.00 3,750.00

14,730.00

2,500.00 9,450.00

960.00 510.00

13,420.00 28,150.00

4,222.50 32,372.50

6,900.00 10,795.00 19,050.00 36,745.00

2,500.00 9,450.00

960.00 510.00

13,420.00 50,165.00

7,524.75 57,689.75

162,000.00 70,000.00 22,500.00 19,000.00

273,500.00

25,000.00 22,500.00

2,400.00 2,550.00

52,450.00 325,950.00 48,892.50

374,842.50

262,000.00 70,000.00 22,500.00 19,000.00

373,500.00

25,000.00 22,500.00

2,400.00 2,550.00

52,450.00 425,950.00 63,892.50

489,842.50

JUMLAHHARGA

(Rp.)6.

1,212,000.00 70,000.00 22,500.00 19,000.00

1,323,500.00

25,000.00 22,500.00

2,400.00 2,550.00

52,450.00 1,375,950.00

206,392.50 1,582,342.50

162,000.00 70,000.00 22,500.00 19,000.00

273,500.00

25,000.00 22,500.00

2,400.00 2,550.00

52,450.00 325,950.00 48,892.50

374,842.50

56,000.00 140,000.00 20,700.00

216,700.00

25,000.00 22,500.00

2,400.00 2,550.00

52,450.00 269,150.00 40,372.50

309,522.50

37,500.00 84,000.00 33,750.00

155,250.00

25,000.00 22,500.00

2,400.00 2,550.00

52,450.00 207,700.00 31,155.00

238,855.00

JUMLAHHARGA

(Rp.)6.

37,500.00 70,000.00 33,750.00

141,250.00

25,000.00 22,500.00

2,400.00 2,550.00

52,450.00 193,700.00 29,055.00

222,755.00

42,000.00 126,000.00 33,750.00

201,750.00

25,000.00 37,500.00

9,600.00 850.00

72,950.00 274,700.00 41,205.00

315,905.00

35,000.00 84,000.00 33,750.00

152,750.00

25,000.00 37,500.00

9,600.00 850.00

72,950.00 225,700.00 33,855.00

259,555.00

137,200.00 8,160.00

145,360.00 0.00

3,900.00 41,600.00 37,500.00

850.00 83,850.00

229,210.00 34,381.50

263,591.50

DAFTAR HARGA SATUAN

PEKERJAAN : PEMBANGUNAN 1 UNIT SEKOLAH BARU (USB) SDN CINGGALOKASI : KP. TIMTOU DISTRIK CATUBOU KABUPATEN PEGUNUNGAN ARFAK

THN ANGGARAN : 2015

NO. U R A I A N SATUAN HARGA SATUAN

KETERANGAN ( Rp.)

I. MATERIAL

AGREGAT DAN BATU1 Batu Gunung / Batu Batu Kali Rp 1,175,000.00 2 Batu Tela 8x14x28 cm Bh Rp 9,900.00 3 Kerikil Cor 2/3 cm Split M³ Rp 1,175,000.00 4 Koral Beton M³ Rp 1,175,000.00 5 Pasir Cor Beton M³ Rp 1,175,000.00 6 Pasir Urug M³ Rp 1,175,000.00 7 Tanah urug M³ Rp 180,000.00 8 Pasir Pasang M³ Rp 1,175,000.00 9 Pasir Pasang (Plesteran) M³ Rp 1,175,000.00

KAYU1 Balok Kayu Besi Klas 1 M³ Rp 10,382,000.00 2 Papan Kayu Besi Klas 1 M³ Rp 10,909,000.00 3 Balok Kayu Matoa Klas 2 M³ Rp 6,829,000.00 4 Papan Kayu Matoa Klas 2 M³ Rp 7,414,000.00 5 Dolken Kayu Ø 8 -10/400 cm Btg Rp 25,000.00 6 Kayu Campur untuk Bekisting M³ Rp 3,430,000.00 7 Kayu Lambersering M³ Rp 7,900,000.00 8 Triplek Tebal 4 mm Lbr Rp 114,000.00 9 Triplek Tebal 6 mm Lbr Rp 172,000.00

10 Triplek Tebal 9 mm Lbr Rp 247,500.00 11 List Kayu Profil M Rp 26,000.00

PENGIKAT DAN PEREKAT1 Semen PC 50 Kg Zak Rp 325,333.33 2 Semen PC 50 Kg Kg Rp 6,500.00 3 Semen Putih Kg Rp 9,000.00 4 Semen Warna Kg Rp 22,000.00 5 Lem Pipa PVC Box Rp 24,000.00 6 Lem Kayu Kg Rp 19,000.00 7 Paku Triplek Kg Rp 28,400.00 8 Paku Campur Kg Rp 27,200.00 9 Paku Seng Multi Roof Kg Rp 26,000.00

10 Kawat Beton Kg Rp 29,000.00

BESI1 Besi Beton Polos U - 24 Kg Rp 19,900.00 2 Besi Beton Ulir U - 32 Kg Rp 23,000.00 3 Besi Strip Kg Rp 25,000.00 4 Pipa GIV Ø 1/4" Medium A Btg Rp 172,000.00 5 Pipa GIV Ø 1/2" Medium A Btg Rp 224,000.00 6 Pipa GIV Ø 3/4" Medium A Btg Rp 286,000.00 7 Pipa GIV Ø 1" Medium A Btg Rp 348,000.00 8 Pipa GIV Ø 1 1/2" Medium A Btg Rp 375,000.00 9 Pipa GIV Ø 2" Medium A Btg Rp 596,000.00

PENUTUP ATAP1 Seng Gelombang BJLS 0,30 Warna Lbr Rp 88,600.00 2 Seng Plat BJLS 030 Lbr Rp 81,500.00

M³

PELAPIS DINDING1 Meni Kayu Kg Rp 31,000.00 2 Meni Besi Kg Rp 31,000.00 3 Cat Dasar Beton Kg Rp 24,000.00 4 Cat Dasar Kayu Kg Rp 31,000.00 5 Waterprofing Coating Kg Rp 59,000.00 6 Cat Dasar Besi Kg Rp 41,000.00 7 Plamir Tembok Kg Rp 69,000.00 8 Plamir Kayu Kg Rp 69,000.00 9 Plamir Besi Kg Rp 44,000.00

10 Cat Tembok Kg Rp 25,500.00 11 Cat Kayu Kg Rp 63,500.00 12 Cat Besi Kg Rp 54,000.00 13 Residu Lt Rp 24,000.00 14 Minyak Cat Kg Rp 34,000.00 15 Vernis Ltr Rp 42,000.00 16 Lem kayu kg Rp 19,000.00

PELAPIS LANTAI1 Keramik Warna Ukuran 20 x 20 cm Rp 108,500.00 2 Keramik Warna Ukuran 25 x 40 cm Rp 129,500.00 3 Keramik Warna Ukuran 30 x 30 cm Rp 105,700.00 4 Keramik Ukuran 40 x 40 cm Bh Rp 38,400.00 5 Keramik Warna Ukuran 50 x 50 cm Rp 158,000.00 6 Keramik Plint Ukuran 10 x 50 cm Bh Rp 55,500.00

ALAT PENGGANTUNG 1 Kunci Alpha Untuk KM/WC Set Rp 170,000.00 2 Kunci Tanam 2 Putar Set Rp 415,000.00 3 Kunci Tanam 3 Putar Set Rp 431,500.00 4 Engsel Pintu Set Rp 40,900.00 5 Engsel Jendela Set Rp 32,900.00 6 Grendel Pintu Set Rp 19,500.00 7 Grendel Jendela Set Rp 19,000.00 8 Kait Angin Set Rp 31,500.00 9 Door Holder Set Rp 280,000.00

10 Rangka Jendela Naco Set Rp 390,000.00 11 Kunci Gembok Set Rp 49,000.00

KACA1 Kaca Bening Tebal 3 mm Rp 275,000.00 2 Kaca Bening Tebal 5 mm Rp 379,500.00 3 Kaca Riben Tebal 3 mm Rp 355,000.00 4 Kaca Riben Tebal 5 mm Rp 459,500.00

PVC DAN INSTALASI1 Pipa PVC AW Ø 1/2" Btg Rp 62,000.00 2 Pipa PVC AW Ø 3/4" Btg Rp 68,000.00 3 Pipa PVC AW Ø 1" Btg Rp 78,000.00 4 Pipa PVC AW Ø 1,50" Btg Rp 96,000.00 5 Pipa PVC AW Ø 2" Btg Rp 115,000.00 6 Pipa PVC AW Ø 3" Btg Rp 165,000.00 7 Pipa PVC AW Ø 4" Btg Rp 280,000.00 8 Pipa Listrik PVC Ø 1/4" Btg Rp 45,000.00 9 Seal Tape Bh Rp 15,000.00

10 Tee Way PVC 2 " Bh Rp 50,000.00 11 Socket PVC 3/4" Bh Rp 20,000.00 12 Elbow PVC 3/4" Bh Rp 22,500.00 13 Tee Way PVC 3/4" Bh Rp 26,000.00 14 Sock Drat Kran PVC 3/4" Bh Rp 30,000.00 15 Mangkok Tanam PVC Bh Rp 7,500.00 16 Kabel NYA 1 x 2,50 mm M Rp 14,000.00 17 Isolasi Rol Rp 10,000.00

M²M²M²

M²

M²M²M²M²

SANITASI DAN PERLENGKAPAN1 Closed Jongkok Set Rp 370,000.00 2 Closed Duduk Set Rp 1,270,000.00 3 Bak Cuci Stainless Steel 2 lobang Set Rp 580,000.00 4 Meja Dapur Stainless Stiel Set Rp 362,000.00 5 Water Drain + Asesories Set Rp 137,000.00 6 Spring Knife Set Rp 39,000.00 7 Kran Air Ø 1/2" Bh Rp 28,000.00 8 Floor Drain Set Rp 39,000.00 9 Stop Kontak Set Rp 36,000.00

10 Stop Kontak AC Set Rp 37,500.00 11 Saklar Tunggal Set Rp 35,000.00 12 Saklar Ganda Set Rp 42,000.00 13 Fitting Lampu Set Rp 20,700.00 14 MCB Box Set Rp 24,900.00 15 Lampu SPL 14 Watt Set Rp 42,000.00 16 Lampu SPL 25 Watt Set Rp 56,000.00 17 Lampu TLE 32 Watt Set Rp 162,000.00 18 Lampu TLE 40 Watt Set Rp 162,000.00 19 Lampu TLD 2 x 36 Watt Set Rp 262,000.00 20 Lampu LHE 100 Watt Set Rp 1,212,000.00 21 Lampu DL 23 Watt Set Rp 162,000.00 22 Kran Air Ø 3/4" Set Rp 69,000.00 23 Tangki Profile Set Rp 2,750,000.00 24 Mesin Pompa Set Rp 2,012,000.00

ALAT BANTU1 Kuas Plat 2" Bh Rp 8,000.00 2 Kuas Plat 4" Bh Rp 13,000.00 3 Kuas Roll 6" Bh Rp 19,000.00 4 Plamir Bh Rp 14,000.00 5 Gerobak Dorong Set Rp 504,000.00 6 Cangkul Bh Rp 129,000.00 7 Sekop Pasir Bh Rp 329,000.00 8 Sekop Tanah Bh Rp 79,000.00 9 Pakuel Bh Rp 329,000.00

10 Benang Nilon Roll Rp 19,000.00 11 Selang Waterpas M Rp 11,500.00 12 Ember Cor Bh Rp 16,000.00 13 Drum Air Kap 100 Ltr Bh Rp 704,000.00 14 Molen/ Concrette Mix Cap 0,3 m3 Hr Rp 254,000.00 15 Minyak Solar Ltr Rp 16,000.00 16 Minyak Bekisting Ltr Rp 16,000.00 17 Oli Mesin Ltr Rp 21,500.00 18 Ampelas Lbr Rp 5,000.00

UPAH PEKERJA1 Kepala Tukang OH Rp 160,000.00 2 Tukang OH Rp 150,000.00 3 Pekerja OH Rp 125,000.00 4 Mandor OH Rp 170,000.00 5 Operator Alat OH Rp 120,000.00


PEKERJAAN : PEMBANGUNAN RUMAH DINAS/MESS PEGAWAI LOKASI : ANGGI KABUPATEN PEGUNUNGAN ARFAKTHN ANGGARAN : 2015

NO. JENIS PEKERJAAN KOEF SAT.HARGA JUMLAH

SATUAN HARGA

(Rp.) (Rp.)

1. 2. 3. 4. 5. 6.

1 1 M² PEKERJAAN PEMBERSIHAN LOKASI

TENAGA

Pekerja 0.1500 Oh 125,000.00 18,750.00

Mandor 0.0750 Oh 170,000.00 12,750.00

Jumlah (1) 31,500.00

Overhead & Profit = 15 % 4,725.00

Harga Satuan Pekerjaan 36,225.00

2 1 M³ GALIAN TANAH KERAS CUTTING DENGAN ALAT MEKANIS

TENAGA

Pekerja 0.2860 Oh 125,000.00 35,750.00

Mandor 0.0360 Oh 170,000.00 6,120.00

Sewa Exsavator 0.1430 Jam 750,000.00 107,250.00

Jumlah (1) 149,120.00



3 1 M³ GALIAN TANAH BIASA SEDALAM 1 M

TENAGA

Pekerja 0.7500 Oh 125,000.00 93,750.00

Mandor 0.0250 Oh 170,000.00 4,250.00

Jumlah (1) 98,000.00



4 1 M³ URUGAN KEMBALI TANAH BEKAS GALIAN

TENAGA

Pekerja 0.3000 Oh 125,000.00 37,500.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (1) 40,050.00



5 1 M³ MEMADATKAN TANAH (PER 20 CM)

TENAGA

Pekerja 0.1920 Oh 125,000.00 24,000.00

Mandor 0.0192 Oh 170,000.00 3,264.00

Jumlah (1) 27,264.00



6 1 M' PEKERJAAN PENGUKURAN DAN PASANG BOUWPLANG

BAHAN

Papan Bekisting 0.0070 M³ 3,430,000.00 24,010.00

Balok Bekisting 0.0120 M³ 3,430,000.00 41,160.00

Paku Campur 0.0200 Kg 27,200.00 544.00

Jumlah (1) 65,714.00

TENAGA

Tukang 0.1000 Oh 150,000.00 15,000.00

Kepala Tukang 0.0100 Oh 160,000.00 1,600.00

Pekerja 0.1000 Oh 125,000.00 12,500.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 29,950.00

Jumlah (1)+(2) 95,664.00



7 1 M² PEMBUATAN KANTOR SEMENTARA / DIREKSI KEET

BAHAN

Dolken Kayu Ø 8-10/400 cm 1.7000 Btg 25,000.00 42,500.00

Kayu Bekisting 0.2100 M³ 3,430,000.00 720,300.00

Semen Portland 10.5000 Kg 6,500.00 68,250.00

Paku Campur 0.3000 Kg 27,200.00 8,160.00

Pasir Beton 0.0300 M³ 1,175,000.00 35,250.00

Pasir Pasang 0.1500 M³ 1,175,000.00 176,250.00

Koral Beton 0.0500 M³ 1,175,000.00 58,750.00

Batu Bata Merah / Batu Tela 30.0000 Bh 9,900.00 297,000.00

Triplek T 4 mm 0.0600 Lbr 114,000.00 6,840.00

Kaca Polos 5 mm 0.0800 M² 379,500.00 30,360.00

Jendela Naco 0.2000 Bh 390,000.00 78,000.00

Besi Strip 1.1000 Kg 25,000.00 27,500.00

Paku Seng 0.8500 Kg 26,000.00 22,100.00

Kunci Gembok 1.1500 Bh 49,000.00 56,350.00

Seng Gelombang BJLS 0,20 1.5000 Lbr 56,960.00 85,440.00

Jumlah (1) 1,713,050.00

TENAGA

Tukang Kayu 2.0000 Oh 150,000.00 300,000.00

Kepala tukang 0.2000 Oh 160,000.00 32,000.00

Pekerja 1.0000 Oh 125,000.00 125,000.00

Mandor 0.0500 Oh 170,000.00 8,500.00

Jumlah (2) 465,500.00

Jumlah (1)+(2) 2,178,550.00


Harga Satuan Pekerjaan 2,505,332.50

8 1 M² PEMBUATAN BEDENG BURUH / LOS KERJA.

BAHAN

Dolken Kayu Ø 8-10/400 cm 1.7000 Btg 25,000.00 42,500.00

Kayu Bekisting 0.2100 M³ 5,300,000.00 1,113,000.00


Paku Campur 0.3000 Kg 21,000.00 6,300.00

Pasir Beton 0.0300 M³ 575,000.00 17,250.00

Koral Beton 0.0500 M³ 535,000.00 26,750.00

Triplek 4 mm 1.5000 Lbr 92,150.00 138,225.00


Jumlah (1) 1,496,035.00

TENAGA

Tukang Kayu 2.0000 Oh 150,000.00 300,000.00

Kepala tukang 0.2000 Oh 160,000.00 32,000.00

Pekerja 1.0000 Oh 125,000.00 125,000.00

Mandor 0.0500 Oh 170,000.00 8,500.00

Jumlah (2) 465,500.00

Jumlah (1)+(2) 1,961,535.00



9 1 M³ URUGAN TANAH TIMBUNAN BIASA (MATERIAL DIDATANGKAN)

BAHAN

Tanah urug 1.2000 M³ 180,000.00 216,000.00

Jumlah (1) 216,000.00

TENAGA

Pekerja 0.3000 Oh 125,000.00 37,500.00

Mandor 0.0100 Oh 170,000.00 1,700.00

Jumlah (2) 39,200.00

Jumlah (1)+(2) 255,200.00



10 1 M³ MEMBUANG/MEMINDAHKAN TANAH SEJAUH 15 M (FILLING)

TENAGA

Pekerja 0.3300 Oh 125,000.00 41,250.00

Mandor 0.0100 Oh 170,000.00 1,700.00

Jumlah (1) 42,950.00



11 1 M³ URUGAN PASIR BAWAH LANTAI / PONDASI

BAHAN

Pasir urug 1.2000 M³ 1,175,000.00 1,410,000.00

Jumlah (1) 1,410,000.00

TENAG

Pekerja 0.3000 Oh 125,000.00 37,500.00

Mandor 0.0100 Oh 170,000.00 1,700.00

Jumlah (2) 39,200.00

Jumlah (1)+(2) 1,449,200.00



12 1 M³ PASANG PONDASI BATU KOSONG / AANSTAMPING

BAHAN

Batu Belah 15/20 1.2000 M³ 1,175,000.00 1,410,000.00

Pasir Urug 0.3000 M³ 1,175,000.00 352,500.00

Jumlah (1) 1,762,500.00

TENAGA

Tukang Batu 0.3900 Oh 150,000.00 58,500.00

Kepala Tukang 0.0390 Oh 160,000.00 6,240.00

Pekerja 0.7800 Oh 125,000.00 97,500.00

Mandor 0.0390 Oh 170,000.00 6,630.00

Jumlah (2) 168,870.00

Jumlah (1)+(2) 1,931,370.00



13 1 M³ PASANGAN PONDASI BATU GUNUNG / KALI, 1 PC : 4 PS

BAHAN

Batu Belah 15/20 1.2000 M³ 1,175,000.00 1,410,000.00

Semen Portland 163.0000 Kg 6,500.00 1,059,500.00

Pasir Pasang 0.5200 M³ 1,175,000.00 611,000.00

Jumlah (1) 3,080,500.00

TENAGA

Tukang Batu 0.7500 Oh 150,000.00 112,500.00

Kepala Tukang 0.0750 Oh 160,000.00 12,000.00

Pekerja 1.5000 Oh 125,000.00 187,500.00

Mandor 0.0750 Oh 170,000.00 12,750.00

Jumlah (2) 324,750.00

Jumlah (1)+(2) 3,405,250.00



14 1 M³ MEMBUAT BETON TUMBUK 1 PC : 3 PS : 5 KR.

BAHAN

Semen PC 218.0000 Kg 6,500.00 1,417,000.00

Pasir Beton 0.5200 M³ 1,175,000.00 611,000.00

Batu Pecah / Split 0.8700 M³ 1,175,000.00 1,022,250.00

Jumlah (1) 3,050,250.00

TENAGA

Tukang Batu 0.2500 Oh 150,000.00 37,500.00

Kepala Tukang 0.0250 Oh 160,000.00 4,000.00

Pekerja 1.6500 Oh 125,000.00 206,250.00

Mandor 0.0800 Oh 170,000.00 13,600.00

Jumlah (2) 261,350.00

Jumlah (1)+(2) 3,311,600.00



15 1 M³ MEMBUAT BETON 1 PC : 2 PS : 3 KR.

BAHAN

Semen PC 336.0000 Kg 6,340.00 2,130,240.00

Pasir Beton 0.5400 Kg 575,000.00 310,500.00

Batu Pecah / Split 0.8100 Kg 4,450,000.00 3,604,500.00

Jumlah (1) 6,045,240.00

TENAGA

Tukang Batu 0.2500 Oh 150,000.00 37,500.00

Kepala Tukang 0.0250 Oh 160,000.00 4,000.00

Pekerja 1.6500 Oh 125,000.00 206,250.00

Mandor 0.0800 Oh 170,000.00 13,600.00

Jumlah (2) 261,350.00

Jumlah (1)+(2) 6,306,590.00


Harga Satuan Pekerjaan 7,252,578.50 ###

16 1 M³ READY MIX K250

TENAGA

Pekerja 1.0000 Oh 125,000.00 125,000.00

Tukang 0.1380 Oh 150,000.00 20,700.00

Kepala Tukang 0.0180 Oh 160,000.00 2,880.00

Mandor 0.0500 Oh 170,000.00 8,500.00

Jumlah (1) 157,080.00

BAHAN & PERALATAN

Ready Mix K 250 1.0000 M³ 6,000,000.00 6,000,000.00

Jumlah (2) 6,000,000.00

Jumlah (1)+(2) 6,157,080.00



17 1 Kg PEMBESIAN U - 24

BAHAN

Besi Beton 1.0500 Kg 22,000.00 23,100.00

Kawat Beton 0.0150 Kg 26,000.00 390.00

Jumlah (1) 23,490.00

TENAGA

Tukang Besi 0.0070 Oh 150,000.00 1,050.00

Kepala Tukang 0.0007 Oh 160,000.00 112.00

Pekerja 0.0070 Oh 125,000.00 875.00

Mandor 0.0003 Oh 170,000.00 51.00

Jumlah (2) 2,088.00

Jumlah (1)+(2) 25,578.00



18 1 Kg PEMBESIAN U - 32

BAHAN

Besi Beton 1.0500 Kg 23,000.00 24,150.00

Kawat Beton 0.0150 Kg 26,000.00 390.00

Jumlah (1) 24,540.00

TENAGA

Tukang Besi 0.0070 Oh 150,000.00 1,050.00

Kepala Tukang 0.0007 Oh 160,000.00 112.00

Pekerja 0.0070 Oh 125,000.00 875.00

Mandor 0.0003 Oh 170,000.00 51.00

Jumlah (2) 2,088.00

Jumlah (1)+(2) 26,628.00



19 1 M² PASANG BEKISTING UNTUK PONDASI

BAHAN

Kayu Terentang 0.0400 M³ 5,300,000.00 212,000.00

Paku Campur 0.3000 Kg 21,000.00 6,300.00

Jumlah (1) 218,300.00

TENAGA 0.00

Kepala Tukang 0.0260 Oh 150,000.00 3,900.00

Tukang Kayu 0.2600 Oh 160,000.00 41,600.00

Pekerja 0.3000 Oh 125,000.00 37,500.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 83,850.00

Jumlah (1)+(2) 302,150.00



20 1 M² PASANG BEKISTING UNTUK SLOOF

BAHAN

Kayu Terentang 0.0450 M³ 5,300,000.00 238,500.00

Paku Campur 0.3000 Kg 21,000.00 6,300.00

Jumlah (1) 244,800.00

TENAGA

Kepala Tukang 0.0260 Oh 150,000.00 3,900.00

Tukang Kayu 0.2600 Oh 160,000.00 41,600.00

Pekerja 0.3000 Oh 125,000.00 37,500.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 83,850.00

Jumlah (1)+(2) 328,650.00



21 1 M² PASANG BEKISTING UNTUK KOLOM

BAHAN

Kayu Terentang 0.0400 M³ 5,300,000.00 212,000.00

Paku Campur 0.4000 Kg 21,000.00 8,400.00

Balok Kayu Bekisting 0.0150 M³ 5,300,000.00 79,500.00

Multriplek tebal 9 mm 0.3500 Lbr 262,164.80 91,757.68

Dolken Kayu Ø 8 -10/400 cm 2.0000 Btg 25,000.00 50,000.00

Jumlah (1) 441,657.68

TENAGA

Kepala Tukang 0.0330 Oh 150,000.00 4,950.00

Tukang Kayu 0.3300 Oh 160,000.00 52,800.00

Pekerja 0.3000 Oh 125,000.00 37,500.00

Mandor 0.0060 Oh 170,000.00 1,020.00

Jumlah (2) 96,270.00

Jumlah (1)+(2) 537,927.68



22 1 M² PASANG BEKISTING UNTUK BALOK

BAHAN

Kayu Terentang 0.0400 M³ 5,300,000.00 212,000.00

Paku Campur 0.4000 Kg 21,000.00 8,400.00

Balok Kayu 0.0180 M³ 5,300,000.00 95,400.00

Tripleks Tebal 9 mm 0.3500 Lbr 262,164.80 91,757.68

Dolken 8-10 /400 cm 2.0000 Btg 25,000.00 50,000.00

Jumlah (1) 457,557.68

TENAGA

Tukang Kayu 0.3300 Oh 150,000.00 49,500.00

Kepala Tukang 0.0330 Oh 160,000.00 5,280.00

Pekerja 0.3200 Oh 125,000.00 40,000.00

Mandor 0.0060 Oh 170,000.00 1,020.00

Jumlah (2) 95,800.00

Jumlah (1)+(2) 553,357.68



23 1 M² PASANG BEKISTING UNTUK PLAT LANTAI

BAHAN

Kayu Terentang 0.0400 M³ 5,300,000.00 212,000.00

Paku Campur 0.4000 Kg 21,000.00 8,400.00

Balok Kayu 0.0150 M³ 5,300,000.00 79,500.00


Dolken 8-10 /400 cm 6.0000 Btg 25,000.00 150,000.00

Jumlah (1) 541,657.68

TENAGA

Tukang Kayu 0.3300 Oh 150,000.00 49,500.00

Kepala Tukang 0.0330 Oh 160,000.00 5,280.00

Pekerja 0.3200 Oh 125,000.00 40,000.00

Mandor 0.0060 Oh 170,000.00 1,020.00

Jumlah (2) 95,800.00

Jumlah (1)+(2) 637,457.68



24 1 M² PASANG BEKISTING UNTUK PLAT LANTAI

BAHAN

Kayu Terentang 0.0400 M³ 5,300,000.00 212,000.00

Paku Campur 0.4000 Kg 21,000.00 8,400.00

Balok Kayu 0.0150 M³ 5,300,000.00 79,500.00


Dolken 8-10 /400 cm 6.0000 Btg 25,000.00 150,000.00

Jumlah (1) 541,657.68

TENAGA

Tukang Kayu 0.3300 Oh 150,000.00 49,500.00

Kepala Tukang 0.0330 Oh 160,000.00 5,280.00

Pekerja 0.3200 Oh 125,000.00 40,000.00

Mandor 0.0060 Oh 170,000.00 1,020.00

Jumlah (2) 95,800.00

Jumlah (1)+(2) 637,457.68



25 1 M³ PEMADATAN TANAH

TENAGA

Pekerja 0.5000 Oh 125,000.00 62,500.00

Mandor 0.0500 Oh 170,000.00 8,500.00

Jumlah (1) 71,000.00

ALAT

Stamper 0.0500 Jam 20,000.00 1,000.00

Jumlah (2) 1,000.00

Jumlah (1)+(2) 72,000.00



26 1 M' PAGAR SEMENTARA DARI SENG GELOMBANG BJLS 0,20 TINGGI 2 M

BAHAN

Dolken Kayu Ø 8 -10/400 cm 1.2500 Btg 25,000.00 31,250.00

Semen PC 50 Kg 2.5000 Kg 6,340.00 15,850.00


Pasir Cor Beton 0.0050 M³ 575,000.00 2,875.00

Koral Beton 0.0090 M³ 535,000.00 4,815.00

Kayu 5/7 klas 1 0.0720 M³ 8,287,500.00 596,700.00

Paku Campur 0.0600 Kg 21,000.00 1,260.00

Residu 0.4000 Ltr 24,000.00 9,600.00

Cat Dasar Besi 0.4500 Kg 41,000.00 18,450.00

Jumlah (1) 749,152.00

TENAGA

Tukang 0.2000 Oh 150,000.00 30,000.00

Kepala Tukang 0.0200 Oh 160,000.00 3,200.00

Pekerja 0.4000 Oh 125,000.00 50,000.00

Mandor 0.0200 Oh 170,000.00 3,400.00

Jumlah (2) 86,600.00

Jumlah (1)+(2) 835,752.00



27 1 M² PASANGAN BATU TELA TEBAL 1/4 BATU, 1 PC : 2 PS.

BAHAN

Batu Tela 23.0000 Bh 8,500.00 195,500.00

Semen PC 8.3700 Kg 6,340.00 53,065.80

Pasir Pasang 0.0290 M³ 535,000.00 15,515.00

Jumlah (1) 264,080.80

TENAGA

Tukang Batu 0.0730 Oh 150,000.00 10,950.00

Kepala Tukang 0.0073 Oh 160,000.00 1,168.00

Pekerja 0.2330 Oh 125,000.00 29,125.00

Mandor 0.0110 Oh 170,000.00 1,870.00

Jumlah (2) 43,113.00

Jumlah (1)+(2) 307,193.80




BAHAN

Batu Tela 23.0000 Bh 9,900.00 227,700.00

Semen PC 8.3600 Kg 6,500.00 54,340.00

Pasir Pasang 0.0290 Kg 1,175,000.00 34,075.00

Jumlah (1) 316,115.00

TENAGA

Tukang Batu 0.0730 Oh 150,000.00 10,950.00

Kepala Tukang 0.0073 Oh 160,000.00 1,168.00

Pekerja 0.2330 Oh 125,000.00 29,125.00

Mandor 0.0110 Oh 170,000.00 1,870.00

Jumlah (2) 43,113.00

Jumlah (1)+(2) 359,228.00




BAHAN

Batu Tela 38.0000 Bh 8,500.00 323,000.00

Semen PC 8.3700 Kg 6,340.00 53,065.80

Pasir Pasang 0.0400 Kg 535,000.00 21,400.00

Jumlah (1) 397,465.80

TENAGA

Tukang Batu 0.0730 Oh 150,000.00 10,950.00

Kepala Tukang 0.0073 Oh 160,000.00 1,168.00

Pekerja 0.2330 Oh 125,000.00 29,125.00

Mandor 0.0110 Oh 170,000.00 1,870.00

Jumlah (2) 43,113.00

Jumlah (1)+(2) 440,578.80

1 M³ PAS. BATU TELA Jumlah x 12.5 5,507,235.00



30 1 M² PLESTERAN TEBAL 15 MM, 1 PC : 2 PS.

BAHAN

Semen PC 9.3000 Kg 6,500.00 60,450.00

Pasir Pasang 0.0180 Bh 1,175,000.00 21,150.00

Jumlah (1) 81,600.00

TENAGA

Tukang Batu 0.2000 Oh 150,000.00 30,000.00

Kepala Tukang 0.0200 Oh 160,000.00 3,200.00

Pekerja 0.2600 Oh 125,000.00 32,500.00

Mandor 0.0130 Oh 170,000.00 2,210.00

Jumlah (2) 67,910.00

Jumlah (1)+(2) 149,510.00




BAHAN

Semen PC 6.4800 Kg 6,340.00 41,083.20

Pasir Pasang 0.0190 Kg 535,000.00 10,165.00

Jumlah (1) 51,248.20

TENAGA

Tukang Batu 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Pekerja 0.2000 Oh 125,000.00 25,000.00

Mandor 0.0100 Oh 170,000.00 1,700.00

Jumlah (2) 51,600.00

Jumlah (1)+(2) 102,848.20




BAHAN

Semen PC 6.2400 Kg 6,500.00 40,560.00

Pasir Pasang (Plesteran) 0.0240 Kg 1,175,000.00 28,200.00

Jumlah (1) 68,760.00

TENAGA

Tukang Batu 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Pekerja 0.3000 Oh 125,000.00 37,500.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (2) 64,950.00

Jumlah (1)+(2) 133,710.00



32 1 M² PLESTERAN CIPRAT 1 PC : 2 PS

BAHAN

Semen PC 4.3200 Kg 6,500.00 28,080.00

Pasir Pasang (Plesteran) 0.0060 Kg 1,175,000.00 7,050.00

Jumlah (1) 35,130.00

TENAGA

Tukang Batu 0.1000 Oh 150,000.00 15,000.00

Kepala Tukang 0.0100 Oh 160,000.00 1,600.00

Pekerja 0.3000 Oh 125,000.00 37,500.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (2) 56,650.00

Jumlah (1)+(2) 91,780.00



33 1 M ACIAN DINDING

BAHAN

Semen PC 3.2500 Kg 6,500.00 21,125.00

Jumlah (1) 21,125.00

TENAGA

Tukang Batu 0.1000 Oh 150,000.00 15,000.00

Kepala Tukang 0.0100 Oh 160,000.00 1,600.00

Pekerja 0.2000 Oh 125,000.00 25,000.00

Mandor 0.0100 Oh 170,000.00 1,700.00

Jumlah (2) 43,300.00

Jumlah (1)+(2) 64,425.00



34 1 M³ MEMBUAT BETON 1 PC : 1,5 PS : 2,5 KR.

BAHAN

Semen PC 386.0000 Kg 6,500.00 2,509,000.00

Pasir Beton 0.4700 Kg 1,175,000.00 552,250.00

Batu Pecah / Split 0.7800 Kg 1,175,000.00 916,500.00

Jumlah (1) 3,977,750.00

TENAGA

Tukang Batu 0.2500 Oh 150,000.00 37,500.00

Kepala Tukang 0.0250 Oh 160,000.00 4,000.00

Pekerja 1.6500 Oh 125,000.00 206,250.00

Mandor 0.0800 Oh 170,000.00 13,600.00

Jumlah (2) 261,350.00

Jumlah (1)+(2) 4,239,100.00



35 1 M³ PONDASI BETON BERTULANG (150 KG BESI + BEKISTING)

BAHAN

Kayu Terentang 0.2000 M³ 3,430,000.00 686,000.00

Paku Campur 1.5000 Kg 27,200.00 40,800.00

Besi Beton polos 150.0000 Kg 19,900.00 2,985,000.00

Kawat Beton 2.2500 Kg 29,000.00 65,250.00

Semen PC 323.0000 Kg 6,500.00 2,099,500.00

Pasir Beton 0.5200 M³ 1,175,000.00 611,000.00

Batu Pecah / Split 0.7800 M³ 1,175,000.00 916,500.00

Jumlah (1) 7,404,050.00

TENAGA

Pekerja 3.9000 Oh 125,000.00 487,500.00

Tukang Batu 0.3500 Oh 150,000.00 52,500.00

Tukang Kayu 1.0400 Oh 150,000.00 156,000.00

Tukang Besi 1.0500 Oh 150,000.00 157,500.00

Kepala Tukang 0.2450 Oh 160,000.00 39,200.00

Mandor 0.1650 Oh 170,000.00 28,050.00

Jumlah (2) 920,750.00

Jumlah (1)+(2) 8,324,800.00

Overhead & Profit = 15 % 1,248,720.00


36 1 M³ SLOOF BETON BERTULANG (160 KG BESI + BEKISTING)

BAHAN

Kayu Terentang 0.2700 M³ 3,430,000.00 926,100.00

Paku Campur 2.0000 Kg 27,200.00 54,400.00


Kawat Beton 3.0000 Kg 29,000.00 87,000.00

Semen PC 323.0000 Kg 6,500.00 2,099,500.00

Pasir Beton 0.5200 M³ 1,175,000.00 611,000.00


Jumlah (1) 7,878,500.00

TENAGA

Pekerja 4.8500 Oh 125,000.00 606,250.00

Tukang Batu 0.3500 Oh 150,000.00 52,500.00

Tukang Kayu 1.5600 Oh 150,000.00 234,000.00

Tukang Besi 1.4000 Oh 150,000.00 210,000.00

Kepala Tukang 0.3310 Oh 160,000.00 52,960.00

Mandor 0.1700 Oh 170,000.00 28,900.00

Jumlah (2) 1,184,610.00

Jumlah (1)+(2) 9,063,110.00

Overhead & Profit = 15 % 1,359,466.50


37 1 M³ KOLOM BETON BERTULANG (160 KG BESI + BEKISTING)

BAHAN

Kayu Terentang 0.4000 M³ 3,430,000.00 1,372,000.00

Paku Campur 4.0000 Kg 27,200.00 108,800.00

Besi Beton 160.0000 Kg 19,900.00 3,184,000.00

Kawat Beton 4.5000 Kg 29,000.00 130,500.00

Semen PC 323.0000 Kg 6,500.00 2,099,500.00

Pasir Beton 0.5200 M³ 1,175,000.00 611,000.00


Balok Kayu Kelas II 0.0150 M³ 6,829,000.00 102,435.00


Dolken 8-10 /400 cm 20.0000 Btg 25,000.00 500,000.00

Jumlah (1) 9,111,360.00

TENAGA

Pekerja 7.3000 Oh 125,000.00 912,500.00

Tukang Batu 0.3500 Oh 150,000.00 52,500.00

Tukang Kayu 3.3000 Oh 150,000.00 495,000.00

Tukang Besi 2.1000 Oh 150,000.00 315,000.00

Kepala Tukang 0.5700 Oh 160,000.00 91,200.00

Mandor 0.2500 Oh 170,000.00 42,500.00

Jumlah (2) 1,908,700.00

Jumlah (1)+(2) 11,020,060.00

Overhead & Profit = 15 % 1,653,009.00


38 1 M³ BALOK BETON BERTULANG (150 KG BESI + BEKISTING)

BAHAN

Kayu Terentang 0.3200 M³ 3,430,000.00 1,097,600.00

Paku Campur 3.2000 Kg 27,200.00 87,040.00

Besi Beton 150.0000 Kg 19,900.00 2,985,000.00

Kawat Beton 3.0000 Kg 29,000.00 87,000.00

Semen PC 323.0000 Kg 6,500.00 2,099,500.00

Pasir Beton 0.5200 M³ 1,175,000.00 611,000.00




Dolken 8-10 /400 cm 16.0000 Btg 25,000.00 400,000.00

Jumlah (1) 9,072,246.00

TENAGA

Pekerja 5.9600 Oh 125,000.00 745,000.00

Tukang Batu 0.3500 Oh 150,000.00 52,500.00

Tukang Kayu 2.8000 Oh 150,000.00 420,000.00

Tukang Besi 1.4000 Oh 150,000.00 210,000.00

Kepala Tukang 0.4550 Oh 160,000.00 72,800.00

Mandor 0.2080 Oh 170,000.00 35,360.00

Jumlah (2) 1,535,660.00

Jumlah (1)+(2) 10,607,906.00

Overhead & Profit = 15 % 1,591,185.90


39 1 M³ BETON BERTULANG (150 KG BESI + BEKISTING)

BAHAN

Kayu Terentang 0.2500 M³ 3,430,000.00 857,500.00

Paku Campur 3.0000 Kg 27,200.00 81,600.00


Kawat Beton 3.0000 Kg 29,000.00 87,000.00

Semen PC 323.0000 Kg 6,500.00 2,099,500.00

Pasir Beton 0.5200 M³ 1,175,000.00 611,000.00




Dolken 8-10 /400 cm 14.0000 Btg 25,000.00 350,000.00

Jumlah (1) 10,318,895.00

TENAGA

Pekerja 5.6000 Oh 125,000.00 700,000.00

Tukang Batu 0.3500 Oh 150,000.00 52,500.00

Tukang Kayu 2.3000 Oh 150,000.00 345,000.00

Tukang Besi 1.4000 Oh 150,000.00 210,000.00

Kepala Tukang 0.4050 Oh 160,000.00 64,800.00

Mandor 0.0200 Oh 170,000.00 3,400.00

Jumlah (2) 1,375,700.00

Jumlah (1)+(2) 11,694,595.00

Overhead & Profit = 15 % 1,754,189.25


40 1 M³ BALOK BETON BERTULANG (150 KG BESI + BEKISTING)

BAHAN

Kayu Terentang 0.3200 M³ 5,300,000.00 1,696,000.00

Paku Campur 3.2000 Kg 21,000.00 67,200.00

Minyak Bekisting 1.6000 Ltr 16,000.00 25,600.00


Kawat Beton 2.2500 Kg 26,000.00 58,500.00

Semen PC 323.0000 Kg 6,340.00 2,047,820.00

Pasir Beton 0.5200 M³ 575,000.00 299,000.00

Batu Pecah / Split 0.7800 M³ 4,450,000.00 3,471,000.00



Dolken 8-10 /400 cm 32.0000 Btg 25,000.00 800,000.00

Jumlah (1) 13,267,181.44

TENAGA

Pekerja 5.8000 Oh 125,000.00 725,000.00

Tukang Batu 0.3500 Oh 150,000.00 52,500.00

Tukang Kayu 2.3000 Oh 150,000.00 345,000.00

Tukang Besi 1.4000 Oh 150,000.00 210,000.00

Kepala Tukang 0.4050 Oh 160,000.00 64,800.00

Mandor 0.0200 Oh 170,000.00 3,400.00

Jumlah (2) 1,400,700.00

Jumlah (1)+(2) 14,667,881.44

Overhead & Profit = 15 % 2,200,182.22


41 1 M³ KOLOM BETON BERTULANG (11 x 11) cm

BAHAN

Kayu Terentang 0.0020 M³ 5,300,000.00 10,600.00

Paku Campur 0.0100 Kg 21,000.00 210.00

Besi Beton polos 3.0000 Kg 22,000.00 66,000.00

Kawat Beton 0.4500 Kg 26,000.00 11,700.00

Semen PC 4.0000 Kg 6,340.00 25,360.00

Pasir Beton 0.0060 M³ 575,000.00 3,450.00


Jumlah (1) 157,370.00

TENAGA

Pekerja 0.0600 Oh 125,000.00 7,500.00

Tukang Batu 0.0200 Oh 150,000.00 3,000.00

Tukang Kayu 0.0200 Oh 150,000.00 3,000.00

Tukang Besi 0.0200 Oh 150,000.00 3,000.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0030 Oh 170,000.00 510.00

Jumlah (2) 17,970.00

Jumlah (1)+(2) 175,340.00



42 1 M³ RING BALOK BETON BERTULANG (10 x 15) cm

BAHAN

Kayu Terentang 0.0030 M³ 5,300,000.00 15,900.00

Paku Campur 0.0200 Kg 21,000.00 420.00

Besi Beton polos 3.6000 Kg 22,000.00 79,200.00

Kawat Beton 0.0500 Kg 26,000.00 1,300.00

Semen PC 5.5000 Kg 6,340.00 34,870.00

Pasir Beton 0.0090 M³ 575,000.00 5,175.00


Jumlah (1) 203,615.00

TENAGA

Pekerja 0.1000 Oh 125,000.00 12,500.00

Tukang Batu 0.0330 Oh 150,000.00 4,950.00

Tukang Kayu 0.0330 Oh 150,000.00 4,950.00

Tukang Besi 0.0330 Oh 150,000.00 4,950.00

Kepala Tukang 0.0100 Oh 160,000.00 1,600.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 29,800.00

Jumlah (1)+(2) 233,415.00



43 1 M² PASANG ATAP GENTENG MULTIROOF POLOS

BAHAN

Genteng Metal 1.3000 lbr 78,640.00 102,232.00

Paku Genteng 0.0250 Kg 26,000.00 650.00

Jumlah (1) 102,882.00

TENAGA

Pekerja 0.1000 Oh 125,000.00 12,500.00

Tukang Kayu 0.2000 Oh 150,000.00 30,000.00

Kepala Tukang 0.0200 Oh 160,000.00 3,200.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 46,550.00

Jumlah (1)+(2) 149,432.00



44 1 M2 ATAP SENG GELOMBANG BJLS 030

BAHAN

Seng Gelombang BJLS 0,30 Warna 0.7000 Lbr 88,600.00 62,020.00

Paku seng 0.0200 Kg 26,000.00 520.00

Jumlah (1) 62,540.00

TENAGA

Pekerja 0.1200 Oh 125,000.00 15,000.00

Tukang Kayu 0.0600 Oh 150,000.00 9,000.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0060 Oh 170,000.00 1,020.00

Jumlah (2) 25,980.00

Jumlah (1)+(2) 88,520.00



45 1 M² PLAFON KAYU INDAH

BAHAN

Kayu Indah Papan 0.0300 M³ 7,900,000.00 237,000.00

Paku 0.0100 Kg 24,000.00 240.00

Paku Skrup 0.0500 Kg 18,000.00 900.00

Jumlah (1) 238,140.00

TENAGA

Pekerja 0.0600 Oh 125,000.00 7,500.00

Tukang Kayu 0.6000 Oh 150,000.00 90,000.00

Kepala Tukang 0.2000 Oh 160,000.00 32,000.00

Mandor 0.0100 Oh 170,000.00 1,700.00

Jumlah (2) 131,200.00

Jumlah (1)+(2) 369,340.00



46 1 M² PLAFON GIPSUM BOARD T 9 MM

BAHAN

Gipsum Board (120x240x9) 0.3640 M² 186,090.08 67,736.79

Balok Kayu 5/7 cm 0.0150 M³ 8,287,500.00 124,312.50

Paku 0.2200 Kg 21,000.00 4,620.00

Paku Skrup 0.1100 Kg 18,000.00 1,980.00

Jumlah (1) 198,649.29

TENAGA

Pekerja 1.0000 Oh 125,000.00 125,000.00

Tukang Kayu 1.0000 Oh 150,000.00 150,000.00

Kepala Tukang 0.1000 Oh 160,000.00 16,000.00

Mandor 0.0500 Oh 170,000.00 8,500.00

Jumlah (2) 299,500.00

Jumlah (1)+(2) 498,149.29



47 1 M LIST PROFIL GYPSUM

BAHAN

List Gypsum 1.0500 M' 59,000.00 61,950.00

Semen Gip Putih 1.0000 Kg 9,000.00 9,000.00

Paku 0.0100 Kg 18,000.00 180.00

Jumlah (1) 71,130.00

TENAGA

Pekerja 0.0600 Oh 125,000.00 7,500.00

Tukang Kayu 0.0600 Oh 150,000.00 9,000.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0030 Oh 170,000.00 510.00

Jumlah (2) 17,970.00

Jumlah (1)+(2) 89,100.00



48 1 M LIST PROFIL KAYU

BAHAN

List Kayu 1.0500 M² 59,000.00 61,950.00

Paku 0.0100 Kg 21,000.00 210.00

Jumlah (1) 62,160.00

TENAGA

Pekerja 0.0500 Oh 125,000.00 6,250.00

Tukang Kayu 0.0500 Oh 150,000.00 7,500.00

Kepala Tukang 0.0050 Oh 160,000.00 800.00

Mandor 0.0030 Oh 170,000.00 510.00

Jumlah (2) 15,060.00

Jumlah (1)+(2) 77,220.00



49 1 M² PLAFON TRIPLEK 4 MM + RANGKA KAYU

BAHAN

Triplek 0.3700 M² 92,150.00 34,095.50

Balok Kayu 5/7 cm 0.0150 M³ 8,287,500.00 124,312.50

Paku 0.2200 Kg 24,000.00 5,280.00

Jumlah (1) 163,688.00

TENAGA

Pekerja 0.7800 Oh 125,000.00 97,500.00

Tukang Kayu 0.8000 Oh 150,000.00 120,000.00

Kepala Tukang 0.0800 Oh 160,000.00 12,800.00

Mandor 0.0380 Oh 170,000.00 6,460.00

Jumlah (2) 236,760.00

Jumlah (1)+(2) 400,448.00



50 1 M³ KUSEN PINTU DAN JENDELA

BAHAN

Balok Kayu Klas 1 1.1000 M³ 10,382,000.00 11,420,200.00

Paku 1.2500 Kg 27,200.00 34,000.00

Jumlah (1) 11,454,200.00

TENAGA

Pekerja 7.0000 Oh 125,000.00 875,000.00

Tukang Kayu 21.0000 Oh 150,000.00 3,150,000.00

Kepala Tukang 2.1000 Oh 160,000.00 336,000.00

Mandor 0.3500 Oh 170,000.00 59,500.00

Jumlah (2) 4,420,500.00

Jumlah (1)+(2) 15,874,700.00

Overhead & Profit = 15 % 2,381,205.00


51 1 M² DAUN PINTU DAN JENDELA PANIL

BAHAN

Papan Kayu Klas 1 0.0400 M³ 10,909,000.00 436,360.00

Jumlah (1) 436,360.00

TENAGA

Pekerja 1.0000 Oh 125,000.00 125,000.00

Tukang Kayu 2.5000 Oh 150,000.00 375,000.00

Kepala Tukang 0.2500 Oh 160,000.00 40,000.00

Mandor 0.0500 Oh 170,000.00 8,500.00

Jumlah (2) 548,500.00

Jumlah (1)+(2) 984,860.00



52 1 M² DAUN PINTU DAN JENDELA KACA

BAHAN

Papan Kayu Klas 1 0.0240 M³ 10,909,000.00 261,816.00

Kaca Ribben 5 mm 0.8000 M² 459,500.00 367,600.00

Jumlah (1) 629,416.00

TENAGA

Pekerja 0.8000 Oh 125,000.00 100,000.00

Tukang Kayu 2.4000 Oh 150,000.00 360,000.00

Kepala Tukang 0.3000 Oh 160,000.00 48,000.00

Mandor 0.0500 Oh 170,000.00 8,500.00

Jumlah (2) 516,500.00

Jumlah (1)+(2) 1,145,916.00



53 1BH PASANG CLOSED DUDUK MONOBLOK

BAHAN

Closed Duduk 1.0000 Bh 1,270,000.00 1,270,000.00

Perlengkapan 0.0600 Set 1,270,000.00 76,200.00

Jumlah (1) 1,346,200.00

TENAGA

Pekerja 0.0010 Oh 125,000.00 125.00

Tukang 1.1000 Oh 150,000.00 165,000.00

Kepala Tukang 3.3000 Oh 160,000.00 528,000.00

Mandor 0.1600 Oh 170,000.00 27,200.00

Jumlah (2) 720,325.00

Jumlah (1)+(2) 2,066,525.00



54 1BH PASANG CLOSED JONGKOK PORSELIN

BAHAN

Closed Jongkok 1.0000 Bh 303,000.00 303,000.00


Pasir Pasang 0.0100 M³ 535,000.00 5,350.00

Jumlah (1) 346,390.00

TENAGA

Pekerja 1.0000 Oh 125,000.00 125,000.00

Tukang 1.5000 Oh 150,000.00 225,000.00

Kepala Tukang 1.5000 Oh 160,000.00 240,000.00

Mandor 0.1600 Oh 170,000.00 27,200.00

Jumlah (2) 617,200.00

Jumlah (1)+(2) 963,590.00



55 1BH PASANG WASTAFEL

BAHAN

Wastafel 1.0000 Bh 576,000.00 576,000.00

Perlengkapan 0.1200 Set 576,000.00 69,120.00


Pasir Pasang 0.0100 M³ 535,000.00 5,350.00

Jumlah (1) 688,510.00

TENAGA

Pekerja 1.2000 Oh 125,000.00 150,000.00

Tukang 1.4000 Oh 150,000.00 210,000.00

Kepala Tukang 0.1500 Oh 160,000.00 24,000.00

Mandor 0.1000 Oh 170,000.00 17,000.00

Jumlah (2) 401,000.00

Jumlah (1)+(2) 1,089,510.00



56 1M' PASANG PIPA GALFANIS DIA 3/4''

BAHAN

Pipa Galvanis 1.2000 M' 47,666.67 57,200.00


Jumlah (1) 73,883.33

TENAGA

Pekerja 0.0540 Oh 125,000.00 6,750.00

Tukang 0.0900 Oh 150,000.00 13,500.00

Kepala Tukang 0.0090 Oh 160,000.00 1,440.00

Mandor 0.0270 Oh 170,000.00 4,590.00

Jumlah (2) 26,280.00

Jumlah (1)+(2) 100,163.33



57 1M' PASANG PIPA GALFANIS DIA 1 1/2''

BAHAN

Pipa GIP dia 1 1/2" 1.2000 M' 62,500.00 75,000.00


Jumlah (1) 96,875.00

TENAGA

Pekerja 0.1080 Oh 125,000.00 13,500.00

Tukang 0.1800 Oh 150,000.00 27,000.00

Kepala Tukang 0.0180 Oh 160,000.00 2,880.00

Mandor 0.0540 Oh 170,000.00 9,180.00

Jumlah (2) 52,560.00

Jumlah (1)+(2) 149,435.00



58 1M' PASANG PIPA PVC AW DIA 1/2''

BAHAN

Pipa PVC 1.2000 M' 62,000.00 74,400.00


Jumlah (1) 96,100.00

TENAGA

Pekerja 0.0360 Oh 125,000.00 4,500.00

Tukang 0.0600 Oh 150,000.00 9,000.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0018 Oh 170,000.00 306.00

Jumlah (2) 14,766.00

Jumlah (1)+(2) 110,866.00



59 1M' PASANG PIPA PVC AW DIA 3/4''

BAHAN

Pipa PVC 1.2000 M' 68,000.00 81,600.00


Jumlah (1) 105,400.00

TENAGA

Pekerja 0.0360 Oh 125,000.00 4,500.00

Tukang 0.0600 Oh 150,000.00 9,000.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0018 Oh 170,000.00 306.00

Jumlah (2) 14,766.00

Jumlah (1)+(2) 120,166.00



60 1M' PASANG PIPA PVC AW DIA 1''

BAHAN

Pipa PVC 1.2000 M' 78,000.00 93,600.00


Jumlah (1) 120,900.00

TENAGA

Pekerja 0.0360 Oh 125,000.00 4,500.00

Tukang 0.0600 Oh 150,000.00 9,000.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0018 Oh 170,000.00 306.00

Jumlah (2) 14,766.00

Jumlah (1)+(2) 135,666.00



61 1M' PASANG PIPA PVC AW DIA 1,5''

BAHAN

Pipa PVC 1.2000 M' 96,000.00 115,200.00


Jumlah (1) 148,800.00

TENAGA

Pekerja 0.0360 Oh 125,000.00 4,500.00

Tukang 0.0600 Oh 150,000.00 9,000.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0018 Oh 170,000.00 306.00

Jumlah (2) 14,766.00

Jumlah (1)+(2) 163,566.00




BAHAN

Pipa PVC 1.2000 M' 28,750.00 34,500.00


Jumlah (1) 44,562.50

TENAGA

Pekerja 0.0540 Oh 125,000.00 6,750.00

Tukang 0.0900 Oh 150,000.00 13,500.00

Kepala Tukang 0.0090 Oh 160,000.00 1,440.00

Mandor 0.0027 Oh 170,000.00 459.00

Jumlah (2) 22,149.00

Jumlah (1)+(2) 66,711.50




BAHAN

Pipa PVC 1.2000 M' 41,250.00 49,500.00


Jumlah (1) 63,937.50

TENAGA

Pekerja 0.0810 Oh 125,000.00 10,125.00

Tukang 0.1350 Oh 150,000.00 20,250.00

Kepala Tukang 0.0135 Oh 160,000.00 2,160.00

Mandor 0.0041 Oh 170,000.00 697.00

Jumlah (2) 33,232.00

Jumlah (1)+(2) 97,169.50




BAHAN

Pipa PVC 1.2000 M' 70,000.00 84,000.00


Jumlah (1) 108,500.00

TENAGA

Pekerja 0.0810 Oh 125,000.00 10,125.00

Tukang 0.1350 Oh 150,000.00 20,250.00

Kepala Tukang 0.0135 Oh 160,000.00 2,160.00

Mandor 0.0041 Oh 170,000.00 697.00

Jumlah (2) 33,232.00

Jumlah (1)+(2) 141,732.00



65 1BH PASANG BAK CUCI PIRING STAINLIS STEEL

BAHAN

Bak Cuci Stainles Steel 1.0000 Bh 576,000.00 576,000.00

Water Drain + Acsesories 1.0000 Set 100,000.00 100,000.00

Jumlah (1) 676,000.00

TENAGA

Pekerja 0.0300 Oh 125,000.00 3,750.00

Tukang 0.3000 Oh 150,000.00 45,000.00

Kepala Tukang 0.0300 Oh 160,000.00 4,800.00

Mandor 0.0015 Oh 170,000.00 255.00

Jumlah (2) 53,805.00

Jumlah (1)+(2) 729,805.00



66 1BH PASANG KRAN DIA 3/4"

BAHAN

Kran Air 1.0000 Bh 22,000.00 22,000.00

Seal Tape 0.0250 Set 15,000.00 375.00

Jumlah (1) 22,375.00

TENAGA

Pekerja 0.0100 Oh 125,000.00 1,250.00

Tukang 0.1000 Oh 150,000.00 15,000.00

Kepala Tukang 0.0100 Oh 160,000.00 1,600.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 18,700.00

Jumlah (1)+(2) 41,075.00



67 1BH PASANG FLOOR DRAIN

BAHAN

Floor Drain 1.0000 Bh 29,000.00 29,000.00

Jumlah (1) 29,000.00

TENAGA

Pekerja 0.0100 Oh 125,000.00 1,250.00

Tukang 0.1000 Oh 150,000.00 15,000.00

Kepala Tukang 0.0100 Oh 160,000.00 1,600.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 18,700.00

Jumlah (1)+(2) 47,700.00



68 1BH PASANG KUNCI TANAM 2 x PUTAR

BAHAN

Kunci Tanam 2 x Putar 1.0000 Bh 170,000.00 170,000.00

Jumlah (1) 170,000.00

TENAGA

Pekerja 0.0050 Oh 125,000.00 625.00

Tukang 0.5000 Oh 150,000.00 75,000.00

Kepala Tukang 0.0050 Oh 160,000.00 800.00

Mandor 0.0003 Oh 170,000.00 42.50

Jumlah (2) 76,467.50

Jumlah (1)+(2) 246,467.50



69 1BH PASANG KUNCI TANAM 3 x PUTAR

BAHAN

Kunci Tanam 3 x Putar 1.0000 Bh 231,500.00 231,500.00

Jumlah (1) 231,500.00

TENAGA

Pekerja 0.0100 Oh 125,000.00 1,250.00

Tukang 0.1000 Oh 150,000.00 15,000.00

Kepala Tukang 0.0100 Oh 160,000.00 1,600.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 18,700.00

Jumlah (1)+(2) 250,200.00



70 1BH PASANG ENGSEL PINTU

BAHAN

Engsel Pintu 1.0000 Bh 40,900.00 40,900.00

Jumlah (1) 40,900.00

TENAGA

Pekerja 0.0150 Oh 125,000.00 1,875.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0008 Oh 170,000.00 127.50

Jumlah (2) 26,902.50

Jumlah (1)+(2) 67,802.50



71 1BH PASANG ENGSEL JENDELA

BAHAN

Engsel Jendela 1.0000 Bh 32,600.00 32,600.00

Jumlah (1) 32,600.00

TENAGA

Pekerja 0.0150 Oh 125,000.00 1,875.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0008 Oh 170,000.00 127.50

Jumlah (2) 26,902.50

Jumlah (1)+(2) 59,502.50



72 1BH PASANG SPRING KNIFE

BAHAN

Spring Knife 1.0000 Bh 39,000.00 39,000.00

Jumlah (1) 39,000.00

TENAGA

Pekerja 0.0150 Oh 125,000.00 1,875.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0008 Oh 170,000.00 127.50

Jumlah (2) 26,902.50

Jumlah (1)+(2) 65,902.50



73 1BH PASANG GRENDEL

BAHAN

Grendel 1.0000 Bh 19,000.00 19,000.00

Jumlah (1) 19,000.00

TENAGA

Pekerja 0.0150 Oh 125,000.00 1,875.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0008 Oh 170,000.00 127.50

Jumlah (2) 26,902.50

Jumlah (1)+(2) 45,902.50



74 1BH PEGANGAN PINTU / DOOR HOLDER .

BAHAN

Door Holder 1.0000 Bh 280,000.00 280,000.00

Jumlah (1) 280,000.00

TENAGA

Pekerja 0.0150 Oh 125,000.00 1,875.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0008 Oh 170,000.00 127.50

Jumlah (2) 26,902.50

Jumlah (1)+(2) 306,902.50



75 1 M² PASANG KACA TEBAL 5 MM

BAHAN

Kaca 1.1000 Bh 459,536.00 505,489.60

Jumlah (1) 505,489.60

TENAGA

Pekerja 0.0150 Oh 125,000.00 1,875.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0008 Oh 170,000.00 127.50

Jumlah (2) 26,902.50

Jumlah (1)+(2) 532,392.10



76 1 M² PASANG LANTAI KERAMIC 30 x 30 cm

BAHAN

Keramik 1.0000 M² 105,700.00 105,700.00

Semen Porland 10.0000 Kg 6,340.00 63,400.00

Pasir Pasang 0.0215 M³ 575,000.00 12,362.50

Jumlah (1) 181,462.50

TENAGA

Pekerja 0.2600 Oh 125,000.00 32,500.00

Tukang 0.1250 Oh 150,000.00 18,750.00

Kepala Tukang 0.0125 Oh 160,000.00 2,000.00

Mandor 0.0130 Oh 170,000.00 2,210.00

Jumlah (2) 55,460.00

Jumlah (1)+(2) 236,922.50




BAHAN

Keramik 6.6300 M² 32,200.00 213,486.00

Semen Porland 9.8000 Kg 6,340.00 62,132.00

Pasir Pasang 0.0450 M³ 575,000.00 25,875.00

Jumlah (1) 301,493.00

TENAGA

Pekerja 0.2500 Oh 125,000.00 31,250.00

Tukang 0.1250 Oh 150,000.00 18,750.00

Kepala Tukang 0.0130 Oh 160,000.00 2,080.00

Mandor 0.0130 Oh 170,000.00 2,210.00

Jumlah (2) 54,290.00

Jumlah (1)+(2) 355,783.00




BAHAN

Keramik 1.0000 M² 108,500.00 108,500.00

Semen Porland 10.4000 Kg 6,340.00 65,936.00

Pasir Pasang 0.0135 M³ 575,000.00 7,762.50

Jumlah (1) 182,198.50

TENAGA

Pekerja 0.2700 Oh 125,000.00 33,750.00

Tukang 0.1300 Oh 150,000.00 19,500.00

Kepala Tukang 0.0130 Oh 160,000.00 2,080.00

Mandor 0.0135 Oh 170,000.00 2,295.00

Jumlah (2) 57,625.00

Jumlah (1)+(2) 239,823.50



79 1 M² PASANG LANTAI KERAMIC WARNA 50 x 50 cm

BAHAN

Keramik 1.0000 M² 158,000.00 158,000.00

Semen Porland 8.3600 Kg 6,340.00 53,002.40

Pasir Pasang 0.0230 M³ 575,000.00 13,225.00

Semen Warna 0.9000 Kg 22,000.00 19,800.00

Jumlah (1) 244,027.40

TENAGA

Pekerja 0.2600 Oh 125,000.00 32,500.00

Tukang 0.1250 Oh 150,000.00 18,750.00

Kepala Tukang 0.0125 Oh 160,000.00 2,000.00

Mandor 0.0130 Oh 170,000.00 2,210.00

Jumlah (2) 55,460.00

Jumlah (1)+(2) 299,487.40



80 1 M' PASANG PLINT KERAMIC WARNA 10 x 50 cm

BAHAN

Keramik 2.0000 Bh 55,500.00 111,000.00

Semen Porland 1.6500 Kg 6,340.00 10,461.00

Pasir Pasang 0.0032 M³ 575,000.00 1,840.00

Semen Warna 0.1000 Kg 22,000.00 2,200.00

Jumlah (1) 125,501.00

TENAGA

Pekerja 0.0600 Oh 125,000.00 7,500.00

Tukang 0.0300 Oh 150,000.00 4,500.00

Kepala Tukang 0.0030 Oh 160,000.00 480.00

Mandor 0.0030 Oh 170,000.00 510.00

Jumlah (2) 12,990.00

Jumlah (1)+(2) 138,491.00



81 1 M² PASANG DINDING KERAMIC 25 x 40 cm

BAHAN

Keramik 1.0000 M² 129,500.00 129,500.00

Semen Porland 9.3000 Kg 6,340.00 58,962.00

Pasir Pasang 0.0180 M³ 575,000.00 10,350.00

Semen Warna 1.5000 Kg 22,000.00 33,000.00

Jumlah (1) 231,812.00

TENAGA

Pekerja 0.6000 Oh 125,000.00 75,000.00

Tukang 0.1000 Oh 150,000.00 15,000.00

Kepala Tukang 0.0450 Oh 160,000.00 7,200.00

Mandor 0.0300 Oh 170,000.00 5,100.00

Jumlah (2) 102,300.00

Jumlah (1)+(2) 334,112.00



82 1 M' PASANG STEPNOSE 10 x 40 cm

BAHAN

Keramik 2.5000 m' 55,500.00 138,750.00

Semen Porland 1.6500 Kg 6,340.00 10,461.00

Pasir Pasang 0.0032 M³ 575,000.00 1,840.00

Semen Warna 0.1000 Kg 22,000.00 2,200.00

Jumlah (1) 153,251.00

TENAGA

Pekerja 0.9000 Oh 125,000.00 112,500.00

Tukang 0.0900 Oh 150,000.00 13,500.00

Kepala Tukang 0.0090 Oh 160,000.00 1,440.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 128,290.00

Jumlah (1)+(2) 281,541.00



83 1 M² PASANG BATU ALAM

BAHAN

Batu Alam 1.0000 M² 244,000.00 244,000.00

Semen Porland 9.3000 Kg 6,340.00 58,962.00

Pasir Pasang 0.0180 M³ 575,000.00 10,350.00

Semen Warna 1.5000 Kg 22,000.00 33,000.00

Jumlah (1) 346,312.00

TENAGA

Pekerja 0.6000 Oh 125,000.00 75,000.00

Tukang 0.1000 Oh 150,000.00 15,000.00

Kepala Tukang 0.0450 Oh 160,000.00 7,200.00

Mandor 0.0300 Oh 170,000.00 5,100.00

Jumlah (2) 102,300.00

Jumlah (1)+(2) 448,612.00



84 1 M² PEK. MENDEMPUL DAN MENGGOSOK KAYU

BAHAN

Dempul Jadi 0.0800 Kg 69,000.00 5,520.00

Minyak Cat 0.0200 Kg 34,000.00 680.00

Jumlah (1) 6,200.00

TENAGA

Pekerja 0.0400 Oh 125,000.00 5,000.00

Tukang 0.0400 Oh 150,000.00 6,000.00

Kepala Tukang 0.0040 Oh 160,000.00 640.00

Mandor 0.0025 Oh 170,000.00 425.00

Jumlah (2) 12,065.00

Jumlah (1)+(2) 18,265.00



85 1 M² PEKERJAAN CAT KAYU

BAHAN

Cat Meni 0.2000 31,000.00 6,200.00

Plamir 0.1500 Kg 69,000.00 10,350.00

Cat Dasar 0.1700 Kg 31,000.00 5,270.00

Cat Penutup 0.3500 40,700.00 14,245.00

Jumlah (1) 36,065.00

TENAGA

Pekerja 0.0700 Oh 125,000.00 8,750.00

Tukang 0.1050 Oh 150,000.00 15,750.00

Kepala Tukang 0.0040 Oh 160,000.00 640.00

Mandor 0.0025 Oh 170,000.00 425.00

Jumlah (2) 25,565.00

Jumlah (1)+(2) 61,630.00



86 1 M² PEKERJAAN VERNIS

BAHAN

Vernis 0.1500 Ltr 42,000.00 6,300.00

Dempul 0.0500 Kg 69,000.00 3,450.00

Amplas 0.1000 Lbr 5,000.00 500.00

Kuas 0.0100 Bh 13,000.00 130.00

Jumlah (1) 10,380.00

TENAGA

Pekerja 0.1600 Oh 125,000.00 20,000.00

Tukang 0.1600 Oh 150,000.00 24,000.00

Kepala Tukang 0.0160 Oh 160,000.00 2,560.00

Mandor 0.0025 Oh 170,000.00 425.00

Jumlah (2) 46,985.00

Jumlah (1)+(2) 57,365.00



87 1 M² PEKERJAAN CAT TEMBOK

BAHAN

Plamir 0.1000 Kg 69,000.00 6,900.00

Cat Dasar 0.1000 Kg 24,000.00 2,400.00

Cat Penutup 0.2600 Kg 12,500.00 3,250.00

Kuas Roll 0.0100 Bh 19,000.00 190.00

Jumlah (1) 12,740.00

TENAGA

Pekerja 0.0200 Oh 125,000.00 2,500.00

Tukang 0.0630 Oh 150,000.00 9,450.00

Kepala Tukang 0.0063 Oh 160,000.00 1,008.00

Mandor 0.0025 Oh 170,000.00 425.00

Jumlah (2) 13,383.00

Jumlah (1)+(2) 26,123.00



88 1 M² PEKERJAAN CAT PLAFON

BAHAN

Plamir 0.1200 Kg 69,000.00 8,280.00

Cat Dasar 0.1200 Kg 24,000.00 2,880.00

Cat Penutup 0.3000 Kg 12,500.00 3,750.00

Kuas Roll 0.0100 Bh 19,000.00 190.00

Jumlah (1) 15,100.00

TENAGA

Pekerja 0.0200 Oh 125,000.00 2,500.00

Tukang 0.0750 Oh 150,000.00 11,250.00

Kepala Tukang 0.0075 Oh 160,000.00 1,200.00

Mandor 0.0025 Oh 170,000.00 425.00

Jumlah (2) 15,375.00

Jumlah (1)+(2) 30,475.00



89 1 M' CAT LIST GYPSUM

BAHAN

Plamir 0.1000 Kg 69,000.00 6,900.00

Cat Interior 0.1700 Kg 24,000.00 4,080.00

Alat Bantu 0.3000 Ls 12,500.00 3,750.00

Jumlah (1) 14,730.00

TENAGA

Pekerja 0.0200 Oh 125,000.00 2,500.00

Tukang 0.0630 Oh 150,000.00 9,450.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0030 Oh 170,000.00 510.00

Jumlah (2) 13,420.00

Jumlah (1)+(2) 28,150.00



90 1 M' CAT LIST PROFIL KAYU

BAHAN

Plamir 0.1000 Kg 69,000.00 6,900.00

Cat Kayu Interior 0.1700 Kg 24,000.00 4,080.00

Alat Bantu 0.3000 Ls 12,500.00 3,750.00

Jumlah (1) 14,730.00

TENAGA

Pekerja 0.0200 Oh 125,000.00 2,500.00

Tukang 0.0630 Oh 150,000.00 9,450.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0030 Oh 170,000.00 510.00

Jumlah (2) 13,420.00

Jumlah (1)+(2) 28,150.00



91 1 M² PEKERJAAN WATERPROFING COATING

BAHAN

Waterprofing Coating 1.0000 Kg 59,000.00 59,000.00

pre treatmen Cleaning 0.1000 Kg 59,000.00 5,900.00

Kuas 0.0100 Bh 13,000.00 130.00

Jumlah (1) 65,030.00

TENAGA

Pekerja 0.0200 Oh 125,000.00 2,500.00

Tukang 0.0750 Oh 150,000.00 11,250.00

Kepala Tukang 0.0075 Oh 160,000.00 1,200.00

Mandor 0.0025 Oh 170,000.00 425.00

Jumlah (2) 15,375.00

Jumlah (1)+(2) 80,405.00



92 1 TTK PASANG LAMPU DL 32 WATT

BAHAN

Lampu DL 23 Watt + Fitting 1.0000 Set 162,000.00 162,000.00

Kabel NYA 5.0000 M' 14,000.00 70,000.00

Pipa Union 5/8" 2.0000 M' 11,250.00 22,500.00

Saklar 1.0000 Bh 19,000.00 19,000.00

Jumlah (1) 273,500.00

TENAGA

Pekerja 0.2000 Oh 125,000.00 25,000.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (2) 52,450.00

Jumlah (1)+(2) 325,950.00



93 1 TTK PASANG LAMPU TLD 2 x 40 WATT

BAHAN

Lampu TLD 2 x 40 Watt + Fitting 1.0000 Set 262,000.00 262,000.00

Kabel NYA 5.0000 M' 14,000.00 70,000.00

Pipa Union 5/8" 2.0000 M' 11,250.00 22,500.00

Saklar 1.0000 Bh 19,000.00 19,000.00

Jumlah (1) 373,500.00

TENAGA

Pekerja 0.2000 Oh 125,000.00 25,000.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (2) 52,450.00

Jumlah (1)+(2) 425,950.00



94 1 TTK PASANG LAMPU LHE 100 WATT

BAHAN

Lampu LHE 100 Watt + Fitting 1.0000 Set 1,212,000.00 1,212,000.00

Kabel NYA 5.0000 M' 14,000.00 70,000.00

Pipa Union 5/8" 2.0000 M' 11,250.00 22,500.00

Saklar 1.0000 Bh 19,000.00 19,000.00

Jumlah (1) 1,323,500.00

TENAGA

Pekerja 0.2000 Oh 125,000.00 25,000.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (2) 52,450.00

Jumlah (1)+(2) 1,375,950.00



95 1 TTK PASANG LAMPU TLE 40 WATT

BAHAN

Lampu TLE 40 Watt + Fitting 1.0000 Set 162,000.00 162,000.00

Kabel NYA 5.0000 M' 14,000.00 70,000.00

Pipa Union 5/8" 2.0000 M' 11,250.00 22,500.00

Saklar 1.0000 Bh 19,000.00 19,000.00

Jumlah (1) 273,500.00

TENAGA

Pekerja 0.2000 Oh 125,000.00 25,000.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (2) 52,450.00

Jumlah (1)+(2) 325,950.00



96 1 TTK PASANG LAMPU SPL 25 WATT

BAHAN

Lampu SPL 25 Watt + Fitting 1.0000 Set 42,000.00 42,000.00

Kabel NYA 5.0000 M' 14,000.00 70,000.00

Pipa Union 5/8" 2.0000 M' 11,250.00 22,500.00

Saklar 1.0000 Bh 19,000.00 19,000.00

Jumlah (1) 153,500.00

TENAGA

Pekerja 0.2000 Oh 125,000.00 25,000.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (2) 52,450.00

Jumlah (1)+(2) 205,950.00



97 1 TTK PASANG STOP KONTAK 12 VOLT

BAHAN

Stop Kontak 1.0000 Set 22,300.00 22,300.00

Kabel NYA 5.0000 M' 14,000.00 70,000.00

Pipa Union 5/8" 2.0000 M' 11,250.00 22,500.00

Jumlah (1) 114,800.00

TENAGA

Pekerja 0.2000 Oh 125,000.00 25,000.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (2) 52,450.00

Jumlah (1)+(2) 167,250.00



98 1 TTK PASANG STOP KONTAK AC

BAHAN

Stop Kontak AC 1.0000 Set 39,000.00 39,000.00

Kabel NYA 5.0000 M' 14,000.00 70,000.00

Pipa Union 5/8" 2.0000 M' 11,250.00 22,500.00

Jumlah (1) 131,500.00

TENAGA

Pekerja 0.2000 Oh 125,000.00 25,000.00

Tukang 0.1500 Oh 150,000.00 22,500.00

Kepala Tukang 0.0150 Oh 160,000.00 2,400.00

Mandor 0.0150 Oh 170,000.00 2,550.00

Jumlah (2) 52,450.00

Jumlah (1)+(2) 183,950.00



99 1 TTK PASANG SAKLAR GANDA

BAHAN

Saklar Ganda 1.0000 Bh 21,000.00 21,000.00

Kabel NYA 3.0000 M' 14,000.00 42,000.00

Pipa Union 5/8" 2.0000 M' 11,250.00 22,500.00

Jumlah (1) 85,500.00

TENAGA

Pekerja 0.2000 Oh 125,000.00 25,000.00

Tukang 0.2500 Oh 150,000.00 37,500.00

Kepala Tukang 0.0600 Oh 160,000.00 9,600.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 72,950.00

Jumlah (1)+(2) 158,450.00



100 1 TTK PASANG SAKLAR TUNGGAL

BAHAN

Saklar Tunggal 1.0000 Bh 19,000.00 19,000.00

Kabel NYA 3.0000 M' 14,000.00 42,000.00

Pipa Union 5/8" 2.0000 M' 11,250.00 22,500.00

Jumlah (1) 83,500.00

TENAGA

Pekerja 0.2000 Oh 125,000.00 25,000.00

Tukang 0.2500 Oh 150,000.00 37,500.00

Kepala Tukang 0.0600 Oh 160,000.00 9,600.00

Mandor 0.0050 Oh 170,000.00 850.00

Jumlah (2) 72,950.00

Jumlah (1)+(2) 156,450.00



101 1 M³ PEMADATAN BETON

TENAGA

Pekerja 0.5000 Oh 125,000.00 62,500.00

Mandor 0.0250 Oh 170,000.00 4,250.00

Jumlah (1) 66,750.00

ALAT

Vibrator 0.1000 Jam 300,000.00 30,000.00

Jumlah (2) 30,000.00

Jumlah (1)+(2) 96,750.00



102 1 M³ PEMADATAN TANAH

TENAGA

Pekerja 0.5000 Oh 125,000.00 62,500.00

Mandor 0.0500 Oh 170,000.00 8,500.00

Jumlah (1) 71,000.00

ALAT

Stamper 0.0500 Jam 20,000.00 1,000.00

Jumlah (2) 1,000.00

Jumlah (1)+(2) 72,000.00



103 1 BH PASANG KAIT ANGIN

BAHAN

Kait Agin 1.000 Bh 31,000.00 31,000.00

Jumlah (1) 31,000.00

TENAGA

Pekerjaa 0.015 Oh 125,000.00 1,875.00

Tukang Kayu 0.150 Oh 150,000.00 22,500.00

Kepala Tukang 0.015 Oh 160,000.00 2,400.00

mandor 0.00075 Oh 170,000.00 127.50

Jumlah (2) 26,902.50

Jumlah (1)+(2) 57,902.50



104 1 M3 KUDA-KUDA KAYU BESI

BAHAN

Kayu Besi 5/10 1.200 M3 10,382,000.00 12,458,400.00

Besi Strip 15.000 kg 25,000.00 375,000.00

Paku Campuran 5.600 Kg 27,200.00 152,320.00

Jumlah (1) 12,985,720.00

TENAGA

Pekerjaa 6.700 Oh 125,000.00 837,500.00

Tukang Kayu 20.100 Oh 150,000.00 3,015,000.00

Kepala Tukang 2.01 Oh 160,000.00 321,600.00

Mandor 0.335 Oh 170,000.00 56,950.00

Jumlah (2) 4,231,050.00

Jumlah (1)+(2) 17,216,770.00

Overhead & Profit = 15 % 2,582,515.50


105 1 M3 TIANG KAYU BESI

BAHAN

Kayu Besi 10/10 1.200 M3 10,382,000.00 12,458,400.00

Besi Strip 15.000 kg 25,000.00 375,000.00

Paku Campuran 0.800 Kg 27,200.00 21,760.00

Jumlah (1) 12,855,160.00

TENAGA

Pekerjaa 6.700 Oh 125,000.00 837,500.00

Tukang Kayu 20.100 Oh 150,000.00 3,015,000.00

Kepala Tukang 2.01 Oh 160,000.00 321,600.00

Mandor 0.335 Oh 170,000.00 56,950.00

Jumlah (2) 4,231,050.00

Jumlah (1)+(2) 17,086,210.00

Overhead & Profit = 15 % 2,562,931.50


106 1 M3 GORDING KAYU KELAS II

BAHAN

Kayu Kelas II /Matoa 1.100 M3 6,829,000.00 7,511,900.00

Paku Campuran 3.000 Kg 27,200.00 81,600.00

Jumlah (1) 7,593,500.00

TENAGA

Pekerjaa 2.400 Oh 125,000.00 300,000.00

Tukang Kayu 7.200 Oh 150,000.00 1,080,000.00

Kepala Tukang 0.72 Oh 160,000.00 115,200.00

mandor 0.12 Oh 170,000.00 20,400.00

Jumlah (2) 1,515,600.00

Jumlah (1)+(2) 9,109,100.00

Overhead & Profit = 15 % 1,366,365.00


107 1 M' LISPLANK 3/20

BAHAN

Papan kayu Besi 0.011 M3 10,909,000.00 119,999.00

Paku Campuran 0.100 Kg 27,200.00 2,720.00

Jumlah (1) 122,719.00

TENAGA

Pekerjaa 0.100 Oh 125,000.00 12,500.00

Tukang Kayu 0.200 Oh 150,000.00 30,000.00

Kepala Tukang 0.020 Oh 160,000.00 3,200.00

mandor 0.005 Oh 170,000.00 850.00

Jumlah (2) 46,550.00

Jumlah (1)+(2) 169,269.00



108 1 M2 PASANG ATAP NOK SENG

BAHAN

Seng Plat 3" x 6" BJLS 28 0.300 Lbr 89,000.00 26,700.00

Paku Biasa ½" - 1" 0.040 Kg 21,000.00 840.00

Jumlah (1) 27,540.00

TENAGA

Pekerjaa 0.015 Oh 125,000.00 1,875.00

Tukang Kayu 0.070 Oh 150,000.00 10,500.00

Kepala Tukang 0.008 Oh 160,000.00 1,280.00

mandor 0.006 Oh 170,000.00 1,020.00

Jumlah (2) 14,675.00

Jumlah (1)+(2) 42,215.00



109 1 M3 PASANG 1 BUAK BAK FIBERGLASS

BAHAN

fibereglass 1.100 bh 2,750,000.00 3,025,000.00

Perlengkapan 0.120 2,750,000.00 330,000.00

Jumlah (1) 3,355,000.00

TENAGA

Pekerjaa 3.000 Oh 125,000.00 375,000.00

Tukang Batu 4.500 Oh 150,000.00 675,000.00

Kepala Tukang 0.900 Oh 160,000.00 144,000.00

mandor 0.900 Oh 170,000.00 153,000.00

Jumlah (2) 1,347,000.00

Jumlah (1)+(2) 4,702,000.00



110 1 M' PASANG ATAP NOK SENG PLAT BKLS 020

BAHAN

Seng plat bjLs 0.20 1.000 M' 57,960.00 57,960.00

Papan kayu besi 0.010 M3 8,287,500.00 82,875.00

Paku Campuran 0.020 Kg 21,000.00 420.00

Jumlah (1) 141,255.00

TENAGA

Pekerja 0.100 Oh 125,000.00 12,500.00

Tukang Kayu 0.200 Oh 150,000.00 30,000.00

Kepala Tukang 0.020 Oh 160,000.00 3,200.00

mandor 0.005 Oh 170,000.00 850.00

Jumlah (2) 46,550.00

Jumlah (1)+(2) 187,805.00



111 1 M2 PASANG LEMBARSERING

BAHAN

Lembar sering 0.007 m3 7,900,000.00 55,300.00

Paku Campuran 0.100 Kg 21,000.00 2,100.00

Paku Skurup 0.150 Kg 21,000.00 3,150.00

Jumlah (1) 60,550.00

TENAGA

Pekerjaa 0.600 Oh 125,000.00 75,000.00

Tukang Kayu 1.800 Oh 150,000.00 270,000.00

Kepala Tukang 0.180 Oh 160,000.00 28,800.00

mandor 0.030 Oh 170,000.00 5,100.00

Jumlah (2) 378,900.00

Jumlah (1)+(2) 439,450.00



112 1 UNIT PASANG SEPTICTANK

Pasang batu tela 1 : 2 14.250 m2 413,112.20 5,886,848.85

Plesteran dinding 1 : 2 16.500 m2 171,936.50 2,836,952.25

Cor lantai beton 1 : 2 : 3 0.280 m3 7,252,578.50 2,030,721.98

Pas pipa GIP dia. 1 1/2" 0.800 m' 171,850.25 137,480.20

Jumlah 10,892,003.28

Overhead & Profit = 15 % 0.00


113 1 M2 PASANG DINDING PEMISAH TRIPLEKS 4 MM RANGKAP RANGKA KAYU KLS. II

BAHAN

Kayu matoa 5/10 0.0280 m3 6,187,500.00 173,250.00

Tripleks 4 mm 0.7600 lbr 92,150.00 70,034.00

Paku 0.1500 Kg 21,000.00 3,150.00

Jumlah (1) 246,434.00

TENAGA

Pekerja 0.1500 Oh 125,000.00 18,750.00

Tukang Kayu 0.4500 Oh 150,000.00 67,500.00

Kepala Tukang 0.0450 Oh 160,000.00 7,200.00

mandor 0.0080 Oh 170,000.00 1,360.00

Jumlah (2) 94,810.00

Jumlah (1)+(2) 341,244.00



114 1M' PASANG PIPA GALVANIS DIA 2''

BAHAN

Pipa GIP 1.2000 M' 58,000.00 69,600.00


Jumlah (1) 79,662.50

TENAGA

Pekerja 0.0540 Oh 125,000.00 6,750.00

Tukang 0.0900 Oh 150,000.00 13,500.00

Kepala Tukang 0.0090 Oh 160,000.00 1,440.00

Mandor 0.0027 Oh 170,000.00 459.00

Jumlah (2) 22,149.00

Jumlah (1)+(2) 101,811.50



115 1M' PASANG PIPA GALVANIS DIA 1"

BAHAN

Pipa GIP 1.2000 M' 99,333.33 119,200.00


Jumlah (1) 129,262.50

TENAGA

Pekerja 0.0360 Oh 125,000.00 4,500.00

Tukang 0.0600 Oh 150,000.00 9,000.00

Kepala Tukang 0.0060 Oh 160,000.00 960.00

Mandor 0.0018 Oh 170,000.00 306.00

Jumlah (2) 14,766.00

Jumlah (1)+(2) 144,028.50



116 1 M2 PASANG KANOPI

BAHAN

Besi hollow 4.5300 m' 158,333.33 717,250.00

Baut sekrup 6.0000 bh 1,500.00 9,000.00

Talang PVC 8" 1.0000 m' 83,333.33 83,333.33

Seng bjls 020 0.4500 m2 56,960.00 25,632.00

Jumlah (1) 835,215.33

TENAGA

Pekerja 0.0183 Oh 125,000.00 2,291.90

Tukang Las 0.0183 Oh 150,000.00 2,750.28

Kepala Tukang 0.0018 Oh 160,000.00 288.00

Mandor 0.0010 Oh 170,000.00 170.00

Ongkos las 1.8335 ttitik 100,000.00 183,351.67

Jumlah (2) 188,851.84

Jumlah (1)+(2) 1,024,067.17



117 1 UNIT PASANG TIANG BENDERA

Pasang Pipa GIP dia. 2" 4.0000 m' 117,083.23 468,332.90

Pasang Pipa GIP dia. 1" 3.0000 m' 165,632.78 496,898.33

Galian tanah 0.6400 m3 112,700.00 72,128.00

Cor beton 1 : 2 : 3 0.8320 m3 7,252,578.50 6,034,145.31

Jumlah 6,106,273.31



118 1 M' PASANG TALANG

BAHAN

Seng Plat BJLS 020 0.3000 Lbr 57,960.00 17,388.00

Papan Kayu Besi 0.0090 M3 8,287,500.00 74,587.50

Paku Campur 0.4000 Kg 21,000.00 8,400.00

Jumlah (1) 100,375.50

TENAGA

Pekerjaa 0.1500 Oh 125,000.00 18,750.00

Tukang 0.0700 Oh 150,000.00 10,500.00

Kepala Tukang 0.0080 Oh 160,000.00 1,280.00

mandor 0.0080 Oh 170,000.00 1,360.00

Jumlah (2) 31,890.00

Jumlah (1)+(2) 132,265.50



4.53

0.00 0

0

0

0

REKAP

001929960000000000000000

1,929,960,000.00

001 0 1 Satu0 2 Dua1 Satu Milyar 3 Tiga

929 9 Sembilan Ratus 4 Empat2 Dua Puluh 5 Lima9 Sembilan Juta 6 Enam

960 9 Sembilan Ratus 7 Tujuh6 Enam Puluh 8 Delapan0 Ribu 9 Sembilan

000 0 00

Satu Milyar Sembilan Ratus Dua Puluh Sembilan Juta Sembilan Ratus Enam Puluh Ribu Rupiah -

GASEBO#REF!

000000000000#REF!#REF!

#REF! #REF! #REF! 1 Satu#REF! #REF! 2 Dua#REF! #REF! #REF! 3 Tiga

#REF! #REF! #REF! 4 Empat#REF! #REF! 5 Lima#REF! #REF! #REF! 6 Enam

#REF! #REF! #REF! 7 Tujuh#REF! #REF! 8 Delapan#REF! #REF! #REF! 9 Sembilan

#REF! #REF! #REF! #REF! #REF!#REF! #REF!

#REF!#REF!

LAHAN

000528104000000000000000

528,104,000.00

000 0 1 Satu0 2 Dua0 3 Tiga

528 5 Lima Ratus 4 Empat2 Dua Puluh 5 Lima8 Delapan Juta 6 Enam

104 1 Seratus 7 Tujuh0 8 Delapan4 Empat Ribu 9 Sembilan

000 0 00

Lima Ratus Dua Puluh Delapan Juta Seratus Empat Ribu Rupiah -

KOLAM001396865000000000000000

1,396,865,000.00

001 0 1 Satu0 2 Dua1 Satu Milyar 3 Tiga

396 3 Tiga Ratus 4 Empat9 Sembilan Puluh 5 Lima6 Enam Juta 6 Enam

865 8 Delapan Ratus 7 Tujuh6 Enam Puluh 8 Delapan5 Lima Ribu 9 Sembilan

000 0 00

Satu Milyar Tiga Ratus Sembilan Puluh Enam Juta Delapan Ratus Enam Puluh Lima Ribu Rupiah -

WADUK004993201000

000000000000

4,993,201,000.00

004 0 1 Satu0 2 Dua4 Empat Milyar 3 Tiga

993 9 Sembilan Ratus 4 Empat9 Sembilan Puluh 5 Lima3 Tiga Juta 6 Enam

201 2 Dua Ratus 7 Tujuh0 8 Delapan1 Satu Ribu 9 Sembilan

000 0 00

Empat Milyar Sembilan Ratus Sembilan Puluh Tiga Juta Dua Ratus Satu Ribu Rupiah -

SALURAN PENGISIAN000208066000000000000000

208,066,000.00


208 2 Dua Ratus 4 Empat0 5 Lima8 Delapan Juta 6 Enam

066 0 7 Tujuh6 Enam Puluh 8 Delapan6 Enam Ribu 9 Sembilan

000 0 00

Dua Ratus Delapan Juta Enam Puluh Enam Ribu Rupiah -

SALURAN PEMBUANGAN000672414000000000000000

672,414,000.00


672 6 Enam Ratus 4 Empat7 Tujuh Puluh 5 Lima2 Dua Juta 6 Enam

414 4 Empat Ratus 7 Tujuh1 Empat Belas 8 Delapan4 Ribu 9 Sembilan

000 0 00

Enam Ratus Tujuh Puluh Dua Juta Empat Ratus Empat Belas Ribu Rupiah -

JARINGAN PIPA000077792000000000000000

77,792,000.00


077 0 4 Empat7 Tujuh Puluh 5 Lima7 Tujuh Juta 6 Enam

792 7 Tujuh Ratus 7 Tujuh9 Sembilan Puluh 8 Delapan2 Dua Ribu 9 Sembilan

000 0 00

Tujuh Puluh Tujuh Juta Tujuh Ratus Sembilan Puluh Dua Ribu Rupiah -

MENARA AIR000170911000000000000000

170,911,000.00


170 1 Seratus 4 Empat7 Tujuh Puluh 5 Lima0 Juta 6 Enam

911 9 Sembilan Ratus 7 Tujuh1 Sebelas 8 Delapan1 Ribu 9 Sembilan

000 0 00

Seratus Tujuh Puluh Juta Sembilan Ratus Sebelas Ribu Rupiah -

TROTOAR000279981000000000000000

279,981,000.00


279 2 Dua Ratus 4 Empat7 Tujuh Puluh 5 Lima9 Sembilan Juta 6 Enam

981 9 Sembilan Ratus 7 Tujuh8 Delapan Puluh 8 Delapan1 Satu Ribu 9 Sembilan

000 0 00

Dua Ratus Tujuh Puluh Sembilan Juta Sembilan Ratus Delapan Puluh Satu Ribu Rupiah -

JEMBATAN KAYU000138322000000000000000

138,322,000.00


138 1 Seratus 4 Empat3 Tiga Puluh 5 Lima8 Delapan Juta 6 Enam

322 3 Tiga Ratus 7 Tujuh2 Dua Puluh 8 Delapan2 Dua Ribu 9 Sembilan

000 0 00

Seratus Tiga Puluh Delapan Juta Tiga Ratus Dua Puluh Dua Ribu Rupiah -

JALAN000434803000000000000000

434,803,000.00


434 4 Empat Ratus 4 Empat3 Tiga Puluh 5 Lima4 Empat Juta 6 Enam

803 8 Delapan Ratus 7 Tujuh0 8 Delapan

3 Tiga Ribu 9 Sembilan000 0

00

Empat Ratus Tiga Puluh Empat Juta Delapan Ratus Tiga Ribu Rupiah -

Satu Milyar Tiga Ratus Sembilan Puluh Enam Juta Delapan Ratus Enam Puluh Lima Ribu Rupiah -

Empat Milyar Sembilan Ratus Sembilan Puluh Tiga Juta Dua Ratus Satu Ribu Rupiah -

Enam Ratus Tujuh Puluh Dua Juta Empat Ratus Empat Belas Ribu Rupiah -

Dua Ratus Tujuh Puluh Sembilan Juta Sembilan Ratus Delapan Puluh Satu Ribu Rupiah -

BACK UP DATAPERHITUNGAN VOLUME

PEMBANGUNANRUMAH DINAS/MESS PEGAWAI

PEGUNUNGAN ARFAK

DATA PERHITUNGAN VOLUME

I. PEKERJAAN PERSIAPAN 1 Pembersihan Lokasi

PANJANG X LEBAR

33.67 11.36 382.49

-

382.49

2 Pengukuran dan Pas. Bouwplank

PANJANG X UNIT

33.67 2 67.34

11.36 2 22.72

90.06

3 Papan Nama Proyek

3 Papan Nama Proyek

4 Barak Kerja

7 Penyediaan Air Kerja

II. PEKERJAAN TANAH

1 Galian Tanah Biasa sedalam 1 meter

PANJANG X LEBAR X DALAM

Type 1 35

92.64

4

131.64 0.9 0.8

Type 2

0.3 0.3

Type 3

1.2 1.2

Type 4

0 0.4 0.3

2 Timbunan Kembali Tanah Galian

3 Urugan Pasir Bawah Pondasi

PANJANG X LEBAR X TEBAL

Type 1 131.64 0.9 0.1

Type 2 PANJANG X LEBAR X TEBAL

0 0.3 0.1



4 Urugan Tanah

PANJANG LEBAR

r bljr 7.57 X 6.85

tras dlm 30.73 X 1.85

trs luar 30.73 X 0.29

rabat kika 10.36 X 0.8

rabat blkg 30.88 X 0.8

X

X

X

X

5 Urugan Pasir Bawah Lantai

PANJANG LEBAR

r bljr 7.57 X 6.85

tras dlm 30.73 X 1.85

trs luar 30.73 X 0.29



III. PEKERJAAN PONDASI

1 Pasang pondasi batu kosong/Aanstamping

PANJANG X LEBAR X TEBAL

Type 1 131.64 0.9 0.2

Type 2

2 Pasangan Pondasi Batu Kali 1 : 4

PANJANG X PENAMPANG PONDASI

Type 1 131.64 0.3 + 0.7

2

Type 2 0 0.3 + 0.3

2

IV. PEKERJAAN BETON

### #NAME?

PANJANG LEBAR

pelat : X 1.2

tiang : X 0.3

1 Pekerjaan sloof beton bertulang (200 kg besi + bekisting)

PANJANG X UNIT = PANJANG

131.64 1 131.64

2 Pekerjaan kolom beton bertulang (300 kg besi + bekisting)

TINGGI LEBAR

KU 3.9 X 0.25

KP 3.9 X 0.12

KK 2.93 X 0.2

kuda2 pas 1.95 0.12

3 Pekerjaan ring balok beton bertulang (12 x 20) cm

= PANJANG

35 96.76

61.7616

4 Pekerjaan Balok Gantung

PANJANG

Balok 1 : 30.75

Balok 2 :

### #NAME?

PANJANG X LEBAR

Balok : 0.12

Pelat : 0.5

### #NAME?

PANJANG X LEBAR

Dinding : 0.08

Pelat : 2.49

Pelat : 1

4 Pekerjaan Balok Gantung

PANJANG LEBAR

2.88 X 0.6

1.78 X 0.6

0.85 X 0.6

5 Cor Beton Tumbuk 1 : 3 : 5

PANJANG LEBAR

r bljr 7.57 X 6.85

tras dlm 30.73 X 1.85

trs luar 30.73 X 0.29



V. PEKERJAAN DINDING

1 Pasangan Dinding Batu Tela 1 : 4

PANJANG TINGGI

sisi dpn bag 1 : 2.35 X 3.9



sisi blkg bag 1 : 2.35 X 3.9

sisi blkg bag 2 : 2.27 X 3.9

sisi spg tngh bag 1 : 2.35 X 3.9

sisi spg tngh bag 2 : 2.35 X 3.9

kuda2 batu : 6.88 1.94

kuda2 batu 1 : 2.35 0.45

kuda2 batu 2 : 2.27 0.45

### #NAME?

PANJANG TINGGI

Bak 1 0.78 X 0.87

Bak 2 0.92 X 0.87

PANJANG TINGGI

4.88 X 3.13

### #NAME?

PANJANG TINGGI

Bak 1 2.4 X 0.85

VI. PEKERJAAN PLESTERAN DAN FINISHING

1 Plesteran Dinding 1 : 4 Tebal 1,5 cm

LEBAR

Depan luar 3.7

dalam 3.7

luar/dalam 3.88

luar 0.88

dalam 0.88

spg kiri luar 2.84

dalam 2.84

luar 2.8

dalam 2.8

luar 1.34

dalam 1.34

luar 1.38

dalam 1.38

spg knn luar 4.34

dalam 4.34

luar 4.34

dalam 4.34

blkg luar 3.84

dalam 3.84

luar 1.84

dalam 1.84

luar 1.84

dalam 1.84

luar 2.34

dalam 2.34

luar 1.84

dalam 1.84

kmr dlm ddg 1.88

ddgptu 2.88

ddgto 3.88

ddgto 1.13

ddgto 2.63

ddgptu 1.34

ddgto 1.38

ddgptu 1.88

ddgptu 2.88

ddgptu 3.84

### #NAME?

LEBAR

Depan luar 3.7

0.88

2.842.8

1.341.384.343.841.842.34

VII. PEKERJAAN KAYU

1 Kusen Pintu, Jendela dan Ventilasih1 h2 h3 h4 l1

Kusen Type PJ1 2.62 2.62 0.52 1.52 2.18

Kusen Type J1 1.52 1.52 0.52 0.52 2.04

Kusen Type P3

Kusen Type V1

Kusen Type V2Kusen Type J2Kusen Type J3

2 Pintu Panil Kayu Tebal 3 cm

LEBAR

P1 0.71

Ventilasi Jalusi Panil Kayu

h1 h2 l1 L2 PANJANGV1

V2

3 Jendela Panil Kayu + Kaca Ryben 5 mm

PANJANG LEBAR

p1 0.69 0.145

J1 0.62 0.145

5 Kuda-Kuda Kayu Besi 5/10

h1 h2 l1 L2 PANJANG

Kuda-kuda 1 Tiang Raja 2.26

kaki 1 6.75

kaki 2 5.1

tarik 7.52

sokong 1 1.8

sokong 2 1.07

tiang 1 1.27

tiang 2 1.06

gapit 1 3.84

gapit 2 2.5

Kuda-kuda 2 Tiang Raja 1.48

kaki 3.76

tarik 5.6

sokong 1 1.2

sokong 2tiang 1tiang 2gapit 1 2.8

gapit 2

Bubungan bubungan 1 32.84

bubungan 2 7.12

6 Gording Kayu Matoa 5/10h1 h2 l1 L2 PANJANG

Kuda-kuda 1 32.84

Kuda-kuda 2 7.12

Balok skor 1 3.12

Balok skor 2 3.28

7 List Plank Kayu Besi 2/30

PANJANG

sisi a 32.84

sisi b 6.9

sisi c 5.25

IX. PEKERJAAN PENUTUP LANTAI DAN DINDING

1 Pasangan Lantai Keramik 40/40

PANJANG LEBAR

r bljr 7.57 X 6.85

tras dlm 31.08 X 2.04

### #NAME?

PANJANG LEBAR

2.38 X 1.38

### #NAME?

PANJANG TINGGI

2.38 X 2.1

1.38 X 2.1

0.53 X 2.1

0.78 X 0.87

1.05 X 0.87

0.92 X 0.8

0.62 X 0.8

0 0

PANJANG TINGGI

3.48 X 0.75

2.98 X 0.75

2.88 X 0.7

2.38 X 0.7

X. PEKERJAAN PLAFOND

1 Pasang Plafond Tripleks 4 mm

PANJANG

r bljr 7.57

dapur tras dlm lurus 31.08

km/wc tras dlm miring dlm 31.08

rabat blkg tras dlm miring luar 31.08

rabat dpn 1 rabat blkg 31.13

rabat dpn 2 miring 1 6.7

miring 1 miring 2 5.07

miring 2

2 List Profil Kayu

PANJANG

kamar tidur r bljr 7.57

dapur tras dlm lurus 31.08

km/wc tras dlm miring dlm 31.08

rabat blkg tras miring luar 31.08

rabat dpn 1 rabat blkg 31.13

rabat dpn 2 miring 1 6.7

miring 1 miring 2 5.07

miring 2

XI. PEKERJAAN PENUTUP ATAP

1 Atap Seng Gelombang BJLS 0.3

h1 h2 l1 L2 PANJANG

miring 1 33

miring 2 33

2 Pasang Atap Nok Seng

h1 h2 l1 L2 PANJANG

Kuda-kuda 1 33

Kuda-kuda 2

XII. PEKERJAAN PENGECATAN

1 Cat Dinding Tembok

3 Cat List Plafond

4 Cat List Plank Kayu

5 Cat Kusen Pintu, Jendela & Ventilasih1 h2 h3 h4 l1

Kusen Type PJ1 2.62 2.62 0.40 2.18

Kusen Type J1 1.52 1.52 1.52 1.52 2.04

6 Cat Daun Pintu Panil

7 Cat Jendela dan Ventilasi Panil

LEBAR X TINGGI

J1 0.62 0.62 0.96 0.96

PANJANG LEBAR

teras 3.85 X 2.85

2.6 X 1.35

6.2 X 1

1.35 X 4.35

0 X 0

3.85 X 4.35

4 X 3.35

3.85 X 1.72

1.28 X 5.1

3.1 X 1.5

1.35 X 1.25

5 Pasangan Lantai Keramik WC/KM 20/20 4.03 X 2.41

PANJANG LEBAR

IV. PEKERJAAN DINDING 1.35 X 1.35

1.35 X 1.85

1 Pasangan Dinding Batu Tela 1 : 4

2 Pas. Dinding Pemisah Tripleks 4 mm rangkap

PANJANG TINGGI

4.88 X 3.13

3 Pas Dinding Wash Bak Batu Tela 1 : 4

PANJANG TINGGI

0.78 X 0.87

0.92 X 0.87

4 Pas. Dinding Keramik KM/WC 20/20

PANJANG TINGGI

2.38 X 2.1

1.38 X 2.1

0.53 X 2.1

0.78 X 0.87

1.05 X 0.87

0.92 X 0.8

0.62 X 0.8

5 Pas. Dinding Keramik + Meja Dapur 20/20

PANJANG TINGGI

3.48 X 0.75

2.98 X 0.75

2.88 X 0.7

2.38 X 0.7

6 Plesteran Dinding 1 : 4 Tebal 1,5 cm

PANJANG TINGGI

17.88 X 3.1

10.12 X 3.1

4.88 X 3.1

2.38 X 3.1

5.12 X 3.1

X

X

X

X

7 Cor Plat Meja Dapur

8 Cor Kolom 12/12, 1 : 2 : 3

TINGGI PANJANG

3.04 X 0.12

2.46 X 0.12

1.22 X 0.12

9 Cor Ring Balk 12/15, 1 : 2 : 3

VIII. PEKERJAAN KUNCI DAN KACA5 Kuda-Kuda Kayu Besi 5/10

XIV. PEKERJAAN SALURAN KELILING

a. Pek. Galian Tanah BiasaPANJANG LEBAR

32.87 0.5

11.38 0.5

b. Pek. Pasir UrugPANJANG LEBAR

32.87 0.5

11.38 0.5

c. Pas. Bekesting l1 l2 l3

0.4 0.3 0.48

0.4 0.3 0.48

d. Pek. Beton Tumbuk 1:3:5PANJANG LEBAR

lantai 32.87 0.5

lantai 11.38 0.5

didng luar 32.87 0.1

didng luar 11.38 0.1

didng dalam 32.87 0.1

didng dalam 11.38 0.1

e. Plesteran 1:2 l1 l2 l3

0.1 0.1 0.3

0.1 0.1 0.3

1 Atap Seng Gelombang BJLS 0.3h1 h2 l1 L2 PANJANG

Kuda-kuda 1 32.84

Kuda-kuda 2 4

2 Pasang Atap Nok Seng

h1 h2 l1 L2 PANJANG

Kuda-kuda 1 33.04

Kuda-kuda 2 4.1

7 List Plank Kayu Besi 2/30h1 h2 l1 L2 PANJANG

Kuda-kuda 1 26

Kuda-kuda 2 20.15

6.85

6.68

3.9

X. PEKERJAAN PLAFOND 1 Pasang Plafond Tripleks 4 mm

PANJANG

kamar tidur 4.88

dapur 2.38

km/wc 1.38

rabat blkg 24

rabat dpn 1 18.12

rabat dpn 2 6

miring 1 6.55

miring 2 3.76

2 List Profil KayuPANJANG

kamar tidur 4.88

dapur 2.38

km/wc 1.38

rabat blkg 24

rabat dpn 1 18.12

rabat dpn 2 6

miring 1 6.55

miring 2 3.76

BACK UP DATAPERHITUNGAN VOLUME

PEMBANGUNANRUMAH DINAS/MESS PEGAWAI

PEGUNUNGAN ARFAK

12 4 9 4

4 4 0.5 2

M2

M'

=

94.78 M3

- M3

- M3

- M3

Jumlah : 94.78 M3

31.59 M3

=

11.85 M3

=

- M3

=

- M3

=

- M3

Jumlah : 11.85 M3

X TEBAL X UNIT =

0.3 4.00 62.23 M3

0.25 1.00 14.21 M3

0.18 1.00 1.60 M3

0.18 2.00 2.98 M3

0.18 1.00 4.45 M3

- M3

- M3

- M3

- M3

85.47 M3

X TEBAL X UNIT =

0.1 4.00 20.74 M3

0.1 1.00 5.69 M3

0.1 1.00 0.89 M3

0.1 2.00 1.66 M3

0.1 1.00 2.47 M3

- M3

- M3

- M3

- M3

31.45 M3

=

23.70 M3

- M3

23.70 M3

X TINGGI =

0.7 46.07 M3

0.69 - M3

46.07 M3

X TEBAL X UNIT =

0.3 4.00 - M3

0.3 4.00 - M3

- M3

X LEBAR X TINGGI = VOLUME

0.15 0.2 3.95 M3

- M3

3.95 M3

X TEBAL X UNIT =

0.25 26.00 6.34 M3

0.12 10.00 0.56 M3

0.2 13.00 1.52 M3

0.12 2.00 0.06 M3

8.48 M3


0.12 0.2 2.32 M3

0.12 0.2 0.38 M3

- M3

2.71 M3


0.15 0.2 0.92 M3

0.12 0.28 - M3

0.92 M3

X TINGGI UNIT = VOLUME

0.2 8.00 - M3

0.08 8.00 - M3

- M3

X TINGGI UNIT = VOLUME

0.4 1.00 - M3

0.08 1.00 - M3

0.08 1.00 - M3

- M3

X TEBAL X UNIT =

0.08 2.00 0.28 M2

0.08 2.00 0.17 M2

0.08 6.00 0.24 M2

0.69 M2

X TEBAL X UNIT =

0.07 4.00 14.52 M3

0.07 1.00 3.98 M3

0.07 1.00 0.62 M3

0.07 2.00 1.16 M3

0.07 1.00 1.73 M3

- M3

- M3

- M3

- M3

- M3

- M3

- M3

- M3

22.01 M3

X TEBAL X UNIT =

1 4.00 32.66 M2

1 4.00 32.31 M2

1 4.00 33.56 M2

1 8.00 70.22 M2

1 4.00 32.31 M2

1 8.00 73.32 M2

1 4.00 36.66 M2

1 1.00 13.35 M2

1 8.00 8.46 M2

1 4.00 4.09 M2

- M2

- M2

- M2

M2 Luas Jendela 2

- M2

M2

- M2

- M2

- M2

M2

- M2

- M2

M2

M2

- M2

336.94 M2

X TEBAL X UNIT =

1 8.00 5.43 M2

1 8.00 6.40 M2

11.83 M2

X TEBAL X UNIT =

1 10 152.74 M2

X TEBAL X UNIT =

1 1.00 2.04 M2

2.04 M2

X TINGGI X UNIT =

2.2 2.00 13.19 M2

3.41 2.00 25.23 M2

3.41 2.00 20.22 M2 Luas Jendela 1

2.2 2.00 3.87 M2

3.41 2.00 6.00 M2

2.2 1.00 4.87 M2

3.41 1.00 8.21 M2

2.2 1.00 4.78 M2

3.41 1.00 8.07 M2

2.2 1.00 2.70 M2

3.41 1.00 4.33 M2

2.2 1.00 3.04 M2

3.41 1.00 4.71 M2

2.2 1.00 6.79 M2

3.41 1.00 11.84 M2

2.2 1.00 8.17 M2

3.41 1.00 13.32 M2

2.2 1.00 7.07 M2

3.41 1.00 11.62 M2

2.2 1.00 3.77 M2

3.41 1.00 6.00 M2

2.2 1.00 1.74 M2

3.41 1.00 3.97 M2

2.2 1.00 2.56 M2

3.41 1.00 5.39 M2

2.2 1.00 2.20 M2

3.41 1.00 4.42 M2 Luas Jendela 2

3.41 2.00 10.93 M2

3.41 2.00 17.75 M2

3.41 2.00 26.46 M2

3.41 4.00 15.41 M2

3.41 2.00 17.94 M2

3.41 2.00 7.45 M2

3.41 8.00 37.65 M2

3.41 2.00 11.13 M2

3.41 2.00 17.75 M2

3.41 2.00 24.97 M2

385.48 M2

X TINGGI X UNIT =

1.2 2.00 8.88 M2

1.2 2.00 2.11 M2

1.2 1.00 3.41 M2

1.2 1.00 3.36 M2

1.2 1.00 1.61 M2

1.2 1.00 1.66 M2

1.2 2.00 10.42 M2

1.2 1.00 4.61 M2

1.2 3.00 6.62 M2

1.2 1.00 2.81 M2

45.48 M2

l2 l3 l4 PANJANG X LEBAR X TEBAL X 2.18 0.72 12.36 0.12 0.06

2.04 2.04 10.20 0.12 0.06

X TINGGI X UNIT =

2.11 8.00 11.98 M2

- M2

- M2

11.98 M2

X LEBAR X TINGGI X UNIT = VOLUME0.48 0.33 24 3.80 M2

0.4 0.33 24 3.17 M2

6.97 M2

X TINGGI X UNIT =

0.02 64.00 6.40 M2 36224.00 20.14 M2 16

4 26.54 M2 56

X LEBAR X TEBAL X UNIT = VOLUME

0.1 0.05 1 0.01 M3

0.1 0.05 1 0.03 M3

0.1 0.05 1 0.03 M3

0.1 0.05 2 0.08 M3

0.1 0.05 2 0.02 M3

0.1 0.05 2 0.01 M3

0.1 0.05 2 0.01 M3

0.1 0.05 0 - M3

0.1 0.05 2 0.04 M3

0.1 0.05 4 0.05 M3

0.28 M3

Total kuda-kuda 1 13 3.58 M3

0.1 0.05 - M3

0.1 0.05 - M3

0.1 0.05 - M3

0.1 0.05 - M3

0.1 0.05 - M3

0.1 0.05 - M3

0.1 0.05 - M3

0.1 0.05 - M3

0.1 0.05 - M3

- M3

Total kuda-kuda 2 3 - M3

0.1 0.05 1 0.16 M3

0.1 0.05 0 - M3

0.16 M3

Jumlah Total : 3.75 M3


0.1 0.05 18 2.96 M3

0.1 0.05 0 - M3

0.1 0.05 24 0.37 M3

0.1 0.05 0 - M3

3.33 M3


1 1 2 65.68 M1

1 1 2 13.80 M1

1 1 2 10.50 M1

- M1

- M1

89.98 M1

X TEBAL X UNIT =

1 4.00 207.42 M2

1 1.00 63.40 M2

- M2

- M2

- M2

- M2

- M2

- M2

- M2

270.82 M2

X TEBAL X UNIT =

1 4.00 13.14 M2

- M2

13.14 M2

X TEBAL X UNIT =

1 4.00 19.99 M2

1 4.00 11.59 M2

1 4.00 4.45 M2

1 4.00 2.71 M2

1 4.00 3.65 M2

1 4.00 2.94 M2

1 4.00 1.98 M2

47.33 M2

X TEBAL X UNIT =

1 2.00 5.22 M2

1 2.00 4.47 M2

1 2.00 4.03 M2

1 2.00 3.33 M2

17.05 M2

LEBAR X TEBAL X UNIT =

X 6.85 1 4.00 207.42 M2

X 1.2 1 1.00 37.30 M2

X 0.92 1 1.00 28.59 M2

X 0.28 1 1.00 8.70 M2

X 0.83 1 1.00 25.84 M2

X 0.8 1 2.00 10.72 M2

X 0.92 1 2.00 9.33 M2

- M2

327.90 M2


X 6.85 1 4.00 115.36 M1

X 1.2 1 1.00 32.28 M1

X 0.92 1 1.00 32.00 M1

X 0.28 1 1.00 62.72 M1

X 0.83 1 1.00 63.92 M1

X 0.8 1 2.00 30.00 M1

X 0.92 1 2.00 23.96 M1

- M1

360.24 M1


7 1 1 231.00 M2

5.38 1 1 177.54 M2

M2

408.54 M2


0.44 1 1 14.52 M2

- M2

14.52 M2

L2 L3 PANJANG LEBAR X TEBAL X UNIT = 2.18 0.66 10.66 0.12 0.06 0.06 0.24 4.00

2.04 2.04 12.20 0.12 0.06 0.06 0.24 20.00

PJG LEBAR UNIT =

3.16 0.08 64.00 32.36 M2 4 - M2 36

24 32.36 M2 64

X TEBAL X UNIT =

1 2.00 21.95 M3

1 1.00 3.51 M3

1 1.00 6.20 M3

1 1.00 5.87 M3

1 1.00 - M3

1 2.00 33.50 M3

1 1.00 13.40 M3

1 1.00 6.62 M3

1 1.00 6.53 M3

1 1.00 4.65 M3

1 1.00 1.69 M3

1 1.00 9.71 M3

113.62 M3

X TEBAL X UNIT =

1 1.00 1.82 M2

1 1.00 2.50 M2

4.32 M2

X TEBAL X UNIT =

1 10.00 152.74 M2

X TEBAL X UNIT =

1 8.00 5.43 M2

1 8.00 6.40 M2

11.83 M2

X TEBAL X UNIT =

1 4.00 19.99 M2

1 4.00 11.59 M2

1 4.00 4.45 M2

1 4.00 2.71 M2

1 4.00 3.65 M2

1 4.00 2.94 M2

1 4.00 1.98 M2

47.33 M2

X TEBAL X UNIT =

1 2.00 5.22 M2

1 2.00 4.47 M2

1 2.00 4.03 M2

1 2.00 3.33 M2

17.05 M2

X TEBAL X UNIT =

1 2.00 110.86 M2

1 1.00 31.37 M2

1 5.00 75.64 M2

1 12.00 88.54 M2

1 1.00 15.87 M2 dikurangi luas kusen

- M2

- M2

- M2

- M2

322.28 M2

251.51 503.02

1.78

X LEBAR X UNIT =

0.12 34.00 1.49 M3

0.12 2.00 0.07 M3

0.12 1.00 0.02 M3

1.58 M3

X DALAM X UNIT =

0.35 2.00 11.50 M3

0.35 2.00 3.98 M3

- M3

15.49 M3

X DALAM X UNIT =

0.05 2.00 1.64 M3

0.05 2.00 0.57 M3

- M3

2.21 M3

l4 l5 LTOT PANJANG UNIT

0.58 1.76 32.87 2.00 115.70 M3

0.58 1.76 11.38 2.00 40.06 M3

155.76 M2

X DALAM X UNIT =

0.1 2.00 3.29 M3

0.1 2.00 1.14 M3

0.3 2.00 1.97 M3

0.3 2.00 0.68 M3

0.48 2.00 3.16 M3

0.48 2.00 1.09 M3

11.33 M3

l4 l5 LTOT PANJANG UNIT

0.3 0.48 1.28 11.38 2.00 29.13 M3

0.3 0.48 1.28 32.87 2.00 84.15 M3

113.28 M2


6.8 1 2 446.62 M2

7 1 2 56.00 M2

502.62 M3


0.42 1 1 13.88 M2

0.42 1 1 1.72 M2

15.60 M2


1 1 1 26.00 M1

1 1 1 20.15 M1

1 1 1 6.85 M1

1 1 4 26.72 M1

1 1 2 7.80 M1

87.52 M1


X 2.88 1 12.00 168.65 M2

X 2.88 1 2.00 13.71 M2

X 2.38 1 4.00 13.14 M2

X 0.8 1 1.00 19.20 M2

X 0.8 1 1.00 14.50 M2

X 0.8 1 1.00 4.80 M2

X 1 1 4.00 26.20 M2

X 1 1 2.00 7.52 M2

267.72 M2


X 2.88 1 12.00 186.24 M1

X 2.88 1 2.00 21.04 M1

X 2.38 1 4.00 30.08 M1

X 0.8 1 1.00 49.60 M1

X 0.8 1 1.00 37.84 M1

X 0.8 1 1.00 13.60 M1

X 1 1 4.00 60.40 M1

X 1 1 2.00 19.04 M1

417.84 M1

PJ1 h1 h2 h3 h4 l1 l2 l3 l4 htot ltot

Luas Pintu 2.62 1.52 2.62 1.52

Luas Jendela 1.52 0.66 1.52 0.66

Jlh

J1 h1 h2 h3 h4 l1 l2 l3 l4 htot ltot

1.52 2.04 1.52 2.04

Lebar 0.37

Tinggi 0.37

Luas V2 0.14 m2

Lebar 0.52

Tinggi 1.66

Luas Jendela 2 0.86 m2

Lebar 1.32

Tinggi 0.92

Loket 1.21 m2

batu tela1 zak 100 bh

4000

20006000

6006600

Lebar 0.98 Lebar 0.98

Tinggi 1.16 Tinggi 1.26

Luas Jendela 1 1.14 m2 endela 1 1.23 m2

Lebar 1.52

Tinggi 2.06

Luas P1 3.13 m2

Lebar 0.92

Tinggi 2.06

Luas P2 1.90 m2

Lebar 0.82

Tinggi 2.06

Luas P3 1.69 m2

Lebar 0.22

Tinggi 0.37

Luas V1 0.08 m2

Lebar 0.37

Tinggi 0.37

Luas V2 0.14 m2

Lebar 0.52

Tinggi 1.66

Luas Jendela 2 0.86 m2

Lebar 1.32

Tinggi 0.92

Loket 1.21 m2

UNIT = VOLUME 4.00 0.36 M3 5.71

- - 5.71

20.00 1.47 M3 3.10 - M3 - -

- M3 - -

- M3 - -

- M3 - -

M3 - M2 1.82 M3

- -

- -

3.65 M2

8.82

14.0211.42

11.024.38

7.7

2.792.164.95

2.475

15.52186.24

VOLUME 10.23 M2

58.56 M2

68.79 M2

PJ1 PJ2 PJ3

Luas Pintu 1.9872 Luas Pin 1.9872 Luas Pin 1.8792

Luas Jendela 1.7442 Luas Jen1.2852

Ventilasi 0.8148 Ventilasi 0.5376 Ventilasi 0.2688

Jlh 4.5462 Jlh 3.81 Jlh 2.148

Total 54.554 Total 7.62 Total 8.592 70.766

15.52186.24

Luas

3.98

1.00

4.00

Luas

3.10

DAFTAR HARGA SATUAN BAHAN DAN UPAH KERJA KABUPATEN PEGUNUNGAN ARFAKBERDASARKAN BASIC PRICE KAB MANOKWARI

-

NO. URAIAN PEKERJAAN SATUAN

1 Semen Tonasa 50 Kg Zak 50 kg

2 Ubin keramik 30 x 30 M2 11 bh 3 Ubin keramik 40 x 40 dus 6 bh 4 Granit 60 x 60 dus 3 bh 5 Granit 50 x 50 dus 4 bh 6 Ubin keramik 50 x 50 dus 4 bh 7 Ubin Keramik 10 x 10 dus 8 Ubin keramik 20 x 20 dus 9 Ubin keramik 25 x 25 dus 10 Ubin keramik 25 x 40 dus 11 Ubin keramik 20 x 25 dus 12 Ubin keramik 10 x 20 dus 13 Semen warna Kg 14 Tripleks 3 mm Lmbr 8 Tripleks 4 mm Lbr 9 Tripleks 5 mm Lbr 10 Tripleks 6 mm Lbr 10 Tripleks 9 mm Lbr 10 Calsiboard 9 mm Lbr 11 Seng gelombang bjls 020 (gajah) Lbr 12 Seng gelombang bjls 030 (gajah) Lbr 13 Seng plat bjls 020 (gajah) Lbr 14 Seng plat bjls 030 (gajah) Lbr 15 Seng talang bjls 030 (gajah) M' 16 Seng talang bjls 020 (gajah) M' 16 Atap Perkasa roof (4 susun) Lbr

Nock perkasa roof Bh Paku skrup kg

17 Kaca Reyben T 10 mm 153x203 cm Lbr 18 Kaca Reyben T 5 mm 153x203 cm Lbr

19 Kaca Bening T 5 mm 153x203 cm Lbr 20 Lovers/Nako Tralis (kaca Reyben) 8 klips Set 21 Kunci tanam 2 slaag Set 22 Engsel pintu ring nylon pintu Bh 23 Engsel pintu ring nylon jendela Bh 24 Kait angin lipat bh 24 Grendel Pintu Bh 25 Grendel jendela Bh 25 Handel Pintu Bh 26 Kloset duduk porselin warna/putih Bh 27 Kloset duduk porselin (American standart) Bh 28 Kloset jongkok porselin warna/putih Bh 29 Wastafel (set) Unit 30 Wastafel Urinior KIA Unit 31 Wasback / 2 bak (satu lobang) Bh 32 Bak fiber 650 liter Bh 32 Bak fiber 1100 liter Bh 33 Paku Campur 5 - 10 Kg 33 Paku Tripleks Kg 34 Kawat ikat Kg 35 Besi beton 8 mm 11,9 meter Btg 36 Besi beton 10 mm 11 meter Btg 37 Besi beton 12 mm 11 meter Btg 38 Besi beton 16 mm 11 meter Btg 39 Besi beton 22 mm 11 meter Btg 40 Besi strip 50.4 Btg 41 Cat tembok 20 kg Altex Naturtune Kg 42 Cat tembok Aries Kg 43 Cat kayu Altex 900 gr kg 44 Politur/teak oil Ltr 45 Minyak cat Ltr 46 Thiner B Klg 47 Oli kotor ltr 48 Kayu besi M3 49 Balok Kayu Besi untuk kusen M3 50 Papan Kayu Besi untuk pintu / jendela M3 51 Balok Kayu Kls I. setempat M3 52 Papan kayu Kls I. setempat 3/20/400 M3 53 Balok Kayu Kls II. 5/10 M3 54 Papan kayu Kls II. 2,5/20/400 M3 55 Kayu Kls II. 3/4 - 5/5 M3 56 Kayu bakesting lokal M3 57 Multiplex 9 mm Lbr 58 kayu perancah btg

59 Kuas rol Bh 60 Kuas plat 2-3" Bh 61 Kertas amplas Lbr 62 Dempul Kg 63 Lem kayu Kg 64 Amplas Lbr 65 Kayu lis plafon profil btg 66 Kayu list kaca jendela btg 67 List Gypsum L 50mm btg 68 List Gypsum L 70mm btg 69 batu tela 8 x 14 x 28 bh 70 Pasir urug M3 71 Pasir pasang M3 72 Pasir cor M3 73 Batu kali M3 74 Kerikil Cor 2/3 cm Split M3 75 Tanah timbunan biasa/urug M3 76 roster Bh 77 Batu Alam M2 78 Batu Hitam bergaris M2 77 Pipa PVC AW Ø 1" M' 78 Pipa PVC AW Ø 1½" M' 79 Pipa PVC AW Ø 2" M' 80 Pipa PVC AW Ø 3" M' 81 Pipa PVC AW Ø 4" M' 82 Pipa PVC AW Ø ¾ M' 83 Pipa PVC AW Ø ½" M' 84 Kran air Ø ½" Bh 85 Kran Wastafel Ø ¾" Bh 86 Kran air Ø ¾" Bh 87 Kran shower Ø ½" Bh 88 Pipa GIP Ø 1½" M' 89 Sealtape Rol 90 Kabel NYM 3 x 2,5 M' 91 Kabel Eterna 2 x 2,5 M' 92 Kabel Eterna 2 x 1,5 M' 93 Downlight Philips 4" Bh 94 Lampu Philips SL 18 watt Bh 95 Lampu Philips SL 23 watt Bh 96 Stop Kontak Broco Bh 97 Saklar Ganda Broco Bh 98 Saklar Tunggal Broco Bh 99 kursi tamu set 100 meja makan set

101 lemari makan Bh 102 peralatan dapur Set 103 tempat tidur Set 104 lemari pakaian Set 105 televisi Set 106 genset Set

rumah type 54rumah type 36

instalasi pengolahan limbah obat

DATA DINKES

UPAH1 Pekerja

TukangKepala TukangMandor


HARGA DASAR KAPASITAS MUAT BIAYAMANOKWARI HILUX ANGKUT PIKUL PPH LAIN-LAIN

(Rp) JUMLAH SATUAN HILUX ORANG 2% 15%

0.10 Per Bup 2,500,000

100,000 12.00 Zak 208,333 2,000 15,000

90,000 20.00 Dos 125,000 1,800 13,500 100,000 22.00 113,636 2,000 15,000 220,000 17.00 147,059 4,400 33,000 120,000 22.00 113,636 2,400 18,000 175,000 22.00 113,636 3,500 26,250 65,000 40.00 62,500 1,300 9,750 75,000 40.00 62,500 1,500 11,250 80,000 40.00 62,500 1,600 12,000 99,000 40.00 62,500 1,980 14,850 90,000 40.00 62,500 1,800 13,500 62,500 40.00 62,500 1,250 9,375 15,000 500.00 5,000 300 2,250 72,000 40.00 62,500 1,440 10,800 87,000 200.00 12,500 1,740 13,050 75,000 40.00 62,500 1,500 11,250 100,000 40.00 62,500 2,000 15,000 173,000 40.00 62,500 3,460 25,950 97,000 30.00 83,333 1,940 14,550 41,000 80.00 31,250 820 6,150 65,000 200.00 12,500 1,300 9,750 75,000 200.00 12,500 1,500 11,250 59,000 200.00 12,500 1,180 8,850 37,000 1.00 2,500,000 740 5,550 16,000 1.00 2,500,000 320 2,400 137,000 100.00 25,000 2,740 20,550 67,000 1.00 2,500,000 1,340 10,050 27,000 1.00 2,500,000 540 4,050 1,220,000 20.00 125,000 24,400 183,000 920,000 1.00 2,500,000 18,400 138,000

750,000 1.00 2,500,000 15,000 112,500 145,000 1.00 2,500,000 2,900 21,750 155,000 1.00 2,500,000 3,100 23,250 37,000 1.00 2,500,000 740 5,550 25,000 1.00 2,500,000 500 3,750 30,000 1.00 2,500,000 600 4,500 20,000 1.00 2,500,000 400 3,000 25,000 1.00 2,500,000 500 3,750 275,000 1.00 2,500,000 5,500 41,250 1,700,000 1.00 2,500,000 34,000 255,000 2,075,000 1.00 2,500,000 41,500 311,250 350,000 20.00 125,000 7,000 52,500 2,250,000 1.00 2,500,000 45,000 337,500 1,100,000 1.00 2,500,000 22,000 165,000 600,000 1.00 2,500,000 12,000 90,000 1,750,000 2.00 1,250,000 35,000 262,500 2,400,000 1.00 2,500,000 48,000 360,000 19,000 500.00 5,000 380 2,850 20,000 500.00 5,000 400 3,000 20,500 500.00 5,000 410 3,075 53,500 35.00 btg 71,429 1,070 8,025 75,000 1.00 2,500,000 1,500 11,250 110,000 30.00 83,333 2,200 16,500 215,000 1.00 2,500,000 4,300 32,250 462,500 1.00 2,500,000 9,250 69,375 65,000 1.00 2,500,000 1,300 9,750 26,750 1.00 2,500,000 535 4,013 17,500 500.00 5,000 350 2,625 50,000 500.00 5,000 1,000 7,500 65,000 1.00 2,500,000 1,300 9,750 30,000 1.00 2,500,000 600 4,500 16,000 1.00 2,500,000 320 2,400 2,000 1.00 2,500,000 40 300 4,600,000 0.50 m3 5,000,000 92,000 690,000 4,600,000 0.50 5,000,000 92,000 690,000 5,050,000 0.50 5,000,000 101,000 757,500 3,700,000 1.00 2,500,000 74,000 555,000 4,200,000 1.00 2,500,000 84,000 630,000 2,800,000 0.50 5,000,000 56,000 420,000 3,100,000 0.50 5,000,000 62,000 465,000 3,250,000 1.00 2,500,000 65,000 487,500 3,100,000 1.00 2,500,000 62,000 465,000 173,000 1.00 2,500,000 3,460 25,950 5,000 1.00 2,500,000 100 750

22,000 1.00 2,500,000 440 3,300 14,000 1.00 2,500,000 280 2,100 5,500 1.00 2,500,000 110 825 32,500 1.00 2,500,000 650 4,875 15,000 1.00 2,500,000 300 2,250 5,500 1.00 2,500,000 110 825 35,000 1.00 2,500,000 700 5,250 20,000 1.00 2,500,000 400 3,000 75,000 1.00 2,500,000 1,500 11,250 135,000 1.00 2,500,000 2,700 20,250 11,000 1.00 2,500,000 220 1,650 500,000 1.00 2,500,000 10,000 75,000 150,000 0.50 5,000,000 3,000 22,500 500,000 1.00 2,500,000 10,000 75,000 500,000 1.00 2,500,000 10,000 75,000 300,000 0.50 5,000,000 6,000 45,000 178,500 1.00 2,500,000 3,570 26,775 65,000 1.00 2,500,000 1,300 9,750 240,000 1.00 2,500,000 4,800 36,000 240,000 1.00 2,500,000 4,800 36,000 10,750 1.00 2,500,000 215 1,613 16,500 1.00 2,500,000 330 2,475 18,750 1.00 2,500,000 375 2,813 31,250 1.00 2,500,000 625 4,688 60,000 1.00 2,500,000 1,200 9,000 8,750 1.00 2,500,000 175 1,313 7,500 1.00 2,500,000 150 1,125 60,000 1.00 2,500,000 1,200 9,000 245,000 1.00 2,500,000 4,900 36,750 115,500 1.00 2,500,000 2,310 17,325 315,000 1.00 2,500,000 6,300 47,250 227,500 1.00 2,500,000 4,550 34,125 10,000 1.00 2,500,000 200 1,500 15,630 1.00 2,500,000 313 2,345 13,130 1.00 2,500,000 263 1,970 11,630 1.00 2,500,000 233 1,745 90,000 1.00 2,500,000 1,800 13,500 35,000 100.00 25,000 700 5,250 45,000 100.00 25,000 900 6,750 37,000 100.00 25,000 740 5,550 42,000 100.00 25,000 840 6,300 37,000 100.00 25,000 740 5,550 10,000,000 1.00 2,500,000 200,000 1,500,000 8,500,000 1.00 2,500,000 170,000 1,275,000

3,500,000 1.00 2,500,000 70,000 525,000 15,000,000 1.00 2,500,000 300,000 2,250,000 10,000,000 1.00 2,500,000 200,000 1,500,000 6,000,000 1.00 2,500,000 120,000 900,000 7,000,000 1.00 2,500,000 140,000 1,050,000 50,000,000 1.00 2,500,000 1,000,000 7,500,000


HARGA SATUAN DASAR DIANGGI KABUPATEN PEGUNUNGAN ARFAK

(Rp) Satuan (Rp) Satuan

325,333 /zak 6,506.67 /Kg

230,300 /karton/M2 20,966.94 /Bh 15.00 230,636 /karton 38,439.39 /Bh 404,459 /karton 76,878.79 /Bh Isi 4 bh / dos 254,036 /karton 57,659.09 /Bh Isi 4 bh / dos 318,386 /karton 57,659.09 /Bh 138,550 /karton 150,250 /karton 156,100 /karton 178,330 /karton Isi 8 bh / dos 167,800 /karton Isi 25 bh / dos 135,625 /karton 22,550 /kg 146,740 /lembr 114,290 /lembr 150,250 /lembr 179,500 /lembr 264,910 /lembr 196,823 /lembr 79,220 /lembr 88,550 /lembr 20,800,000 ### 100,250 /lembr 81,530.00 /lembr 2,543,290 /M' 2,518,720 /M' 185,290 2,578,390 2,531,590 1,552,400 /lembr 3,576,400 /lembr

3,377,500 2,669,650 /zet 2,681,350 /zet 2,543,290 /psg 2,529,250 /psg 2,535,100 /psg 2,523,400 /psg 2,529,250 /psg 2,821,750 /psg 4,489,000 4,927,750 534,500 5,132,500 3,787,000 3,202,000 3,297,500 5,308,000 27,230 28,400 28,985 134,024 2,587,750 per kg 6.7815 kg/btg 212,033 per kg 10.65312 kg/m 46.93

2,751,550 per kg 17.36064 kg/m 3,041,125 per kg 32.82246 kg/m 2,576,050 - 2,531,298 19,903.40 25,475 63,500 2,576,050 2,535,100 2,518,720 2,502,340 10,382,000 10,382,000 10,908,500 6,829,000 7,414,000 8,276,000 8,627,000 6,302,500 6,127,000 2,702,410 2,505,850

2,525,740 2,516,380 2,506,435 2,538,025 2,517,550 2,506,435 2,540,950 2,523,400 0.0016 625 2,587,750 0.0016 2,657,950 2,512,870 208.33333 3,085,000 5,175,500 3,085,000 3,085,000 5,351,000 2,708,845 2,576,050 2,780,800 2,780,800 2,512,578 2,519,305 2,521,938 2,536,563 2,570,200 2,510,238 2,508,775 2,570,200 2,786,650 2,635,135 2,868,550 2,766,175 2,511,700 2,518,287 2,515,362 2,513,607 2,605,300 65,950 77,650 68,290 74,140 68,290 14,200,000 1 14,200,000 12,445,000 1 12,445,000

6,595,000 1 6,595,000 20,050,000 1 20,050,000 14,200,000 2 28,400,000 9,520,000 1 9,520,000 10,690,000 1 10,690,000 61,000,000 1 61,000,000

162,900,000

10,000,000 54 540,000,000 10,000,000 36 360,000,000

900,000,000

1,000,000,000

total = 2,062,900,000 144,403,000 61,887,000 206,290,000 2,475,480,000

85,000 95,000 105,000 110,000

ee pembangunan sdn cingga kab. pegaf 2015

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