ee pembangunan sdn cingga kab. pegaf 2015
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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
NO. PEKERJAAN VOLUME SAT.HARGA SAT. TOTAL
(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
NO. PEKERJAAN VOLUME SAT.HARGA SAT. TOTAL
(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
Jumlah (1)Overhead & Profit = 15 %Harga Satuan Pekerjaan
3 1 M³ GALIAN TANAH BIASA SEDALAM 1 MTENAGAPekerja 0.7500 Oh 125,000.00Mandor 0.0250 Oh 170,000.00
Jumlah (1)Overhead & Profit = 15 %Harga Satuan Pekerjaan
4 1 M³ URUGAN KEMBALI TANAH BEKAS GALIANTENAGAPekerja 0.3000 Oh 125,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (1)Overhead & Profit = 15 %Harga Satuan Pekerjaan
5 1 M³ MEMADATKAN TANAH (PER 20 CM)TENAGAPekerja 0.1920 Oh 125,000.00 Mandor 0.0192 Oh 170,000.00
Jumlah (1)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGATukang Batu 0.7500 Oh 150,000.00 Kepala Tukang 0.0750 Oh 160,000.00 Pekerja 1.5000 Oh 125,000.00 Mandor 0.0750 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGATukang Batu 0.2500 Oh 150,000.00 Kepala Tukang 0.0250 Oh 160,000.00 Pekerja 1.6500 Oh 125,000.00 Mandor 0.0800 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGATukang Batu 0.2500 Oh 150,000.00 Kepala Tukang 0.0250 Oh 160,000.00 Pekerja 1.6500 Oh 125,000.00 Mandor 0.0800 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 4.8500 Oh 125,000.00 Tukang Batu 0.3500 Oh 150,000.00 Tukang Kayu 1.5600 Oh 150,000.00 Tukang Besi 1.4000 Oh 150,000.00 Kepala Tukang 0.3310 Oh 160,000.00 Mandor 0.1700 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 7.3000 Oh 125,000.00 Tukang Batu 0.3500 Oh 150,000.00 Tukang Kayu 3.3000 Oh 150,000.00 Tukang Besi 2.1000 Oh 150,000.00 Kepala Tukang 0.5700 Oh 160,000.00 Mandor 0.2500 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 5.9600 Oh 125,000.00 Tukang Batu 0.3500 Oh 150,000.00 Tukang Kayu 2.8000 Oh 150,000.00 Tukang Besi 1.4000 Oh 150,000.00 Kepala Tukang 0.4550 Oh 160,000.00 Mandor 0.2080 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 5.6000 Oh 125,000.00 Tukang Batu 0.3500 Oh 150,000.00 Tukang Kayu 2.3000 Oh 150,000.00 Tukang Besi 1.4000 Oh 150,000.00 Kepala Tukang 0.4050 Oh 160,000.00 Mandor 0.0200 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 5.8000 Oh 125,000.00 Tukang Batu 0.3500 Oh 150,000.00 Tukang Kayu 2.3000 Oh 150,000.00 Tukang Besi 1.4000 Oh 150,000.00 Kepala Tukang 0.4050 Oh 160,000.00 Mandor 0.0200 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGATukang Batu 0.1000 Oh 150,000.00 Kepala Tukang 0.0100 Oh 160,000.00 Pekerja 0.3000 Oh 125,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGATukang Batu 0.0730 Oh 150,000.00 Kepala Tukang 0.0073 Oh 160,000.00 Pekerja 0.2330 Oh 125,000.00 Mandor 0.0110 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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 (1)TENAGATukang Batu 0.0730 Oh 150,000.00 Kepala Tukang 0.0073 Oh 160,000.00 Pekerja 0.2330 Oh 125,000.00 Mandor 0.0110 Oh 170,000.00
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
Jumlah (1)TENAGATukang Batu 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Pekerja 0.2000 Oh 125,000.00 Mandor 0.0100 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGATukang Batu 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Pekerja 0.3000 Oh 125,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
28 1 M ACIAN DINDINGBAHANSemen PC 3.2500 Kg 6,500.00
Jumlah (1)TENAGATukang Batu 0.1000 Oh 150,000.00 Kepala Tukang 0.0100 Oh 160,000.00 Pekerja 0.2000 Oh 125,000.00 Mandor 0.0100 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 0.7800 Oh 125,000.00 Tukang Kayu 0.8000 Oh 150,000.00 Kepala Tukang 0.0800 Oh 160,000.00 Mandor 0.0380 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
31 1 M³ KUSEN PINTU DAN JENDELABAHANBalok Kayu Klas 1 1.1000 M³ 10,382,000.00 Paku 1.2500 Kg 27,200.00
Jumlah (1)TENAGAPekerja 7.0000 Oh 125,000.00 Tukang Kayu 21.0000 Oh 150,000.00 Kepala Tukang 2.1000 Oh 160,000.00 Mandor 0.3500 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
32 1 M² DAUN PINTU DAN JENDELA PANILBAHANPapan Kayu Klas 1 0.0400 M³ 10,909,000.00
Jumlah (1)TENAGAPekerja 1.0000 Oh 125,000.00 Tukang Kayu 2.5000 Oh 150,000.00 Kepala Tukang 0.2500 Oh 160,000.00 Mandor 0.0500 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.8000 Oh 125,000.00 Tukang Kayu 2.4000 Oh 150,000.00 Kepala Tukang 0.3000 Oh 160,000.00 Mandor 0.0500 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 1.0000 Oh 125,000.00 Tukang 1.5000 Oh 150,000.00 Kepala Tukang 1.5000 Oh 160,000.00 Mandor 0.1600 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
39 1 M' LISPLANK 3/20BAHANPapan kayu Besi 0.011 M3 10,909,000.00 Paku Campuran 0.100 Kg 27,200.00
Jumlah (1)TENAGAPekerja 0.100 Oh 125,000.00 Tukang Kayu 0.200 Oh 150,000.00 Kepala Tukang 0.020 Oh 160,000.00 Mandor 0.005 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
40 1BH PASANG KUNCI TANAM 2 x PUTARBAHANKunci Tanam 2 x Putar 1.0000 Bh 415,000.00
Jumlah (1)TENAGAPekerja 0.0050 Oh 125,000.00 Tukang 0.5000 Oh 150,000.00 Kepala Tukang 0.0050 Oh 160,000.00 Mandor 0.0003 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
41 1BH PASANG KUNCI TANAM 3 x PUTARBAHANKunci Tanam 3 x Putar 1.0000 Bh 431,500.00
Jumlah (1)TENAGAPekerja 0.0100 Oh 125,000.00 Tukang 0.1000 Oh 150,000.00 Kepala Tukang 0.0100 Oh 160,000.00 Mandor 0.0050 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(Rp.)1. 2. 3. 4. 5.42 1BH PASANG ENGSEL PINTU
BAHANEngsel Pintu 1.0000 Bh 40,900.00
Jumlah (1)TENAGAPekerja 0.0150 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0008 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
43 1BH PASANG ENGSEL JENDELABAHANEngsel Jendela 1.0000 Bh 32,900.00
Jumlah (1)TENAGAPekerja 0.0150 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0008 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
44 1 BH PASANG KAIT ANGINBAHANKait Agin 1.000 Bh 31,500.00
Jumlah (1)TENAGAPekerjaa 0.015 Oh 125,000.00 Tukang Kayu 0.150 Oh 150,000.00 Kepala Tukang 0.015 Oh 160,000.00 mandor 0.00075 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
45 1BH PASANG GRENDEL BAHANGrendel 1.0000 Bh 19,000.00
Jumlah (1)TENAGAPekerja 0.0150 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0008 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(Rp.)1. 2. 3. 4. 5.46 1BH PEGANGAN PINTU / DOOR HOLDER .
BAHANDoor Holder 1.0000 Bh 280,000.00
Jumlah (1)TENAGAPekerja 0.0150 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0008 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2600 Oh 125,000.00 Tukang 0.1250 Oh 150,000.00 Kepala Tukang 0.0125 Oh 160,000.00 Mandor 0.0130 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2500 Oh 125,000.00 Tukang 0.1250 Oh 150,000.00 Kepala Tukang 0.0130 Oh 160,000.00 Mandor 0.0130 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2700 Oh 125,000.00 Tukang 0.1300 Oh 150,000.00 Kepala Tukang 0.0130 Oh 160,000.00 Mandor 0.0135 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 0.2600 Oh 125,000.00 Tukang 0.1250 Oh 150,000.00 Kepala Tukang 0.0125 Oh 160,000.00 Mandor 0.0130 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.0600 Oh 125,000.00 Tukang 0.0300 Oh 150,000.00 Kepala Tukang 0.0030 Oh 160,000.00 Mandor 0.0030 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.6000 Oh 125,000.00 Tukang 0.1000 Oh 150,000.00 Kepala Tukang 0.0450 Oh 160,000.00 Mandor 0.0300 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.1200 Oh 125,000.00 Tukang Kayu 0.0600 Oh 150,000.00 Kepala Tukang 0.0060 Oh 160,000.00 Mandor 0.0060 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerjaa 0.015 Oh 125,000.00 Tukang Kayu 0.070 Oh 150,000.00 Kepala Tukang 0.008 Oh 160,000.00 mandor 0.006 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.0600 Oh 125,000.00 Tukang Kayu 0.6000 Oh 150,000.00 Kepala Tukang 0.2000 Oh 160,000.00 Mandor 0.0100 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 1.0000 Oh 125,000.00 Tukang Kayu 1.0000 Oh 150,000.00 Kepala Tukang 0.1000 Oh 160,000.00 Mandor 0.0500 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 1.2000 Oh 125,000.00 Tukang 1.4000 Oh 150,000.00 Kepala Tukang 0.1500 Oh 160,000.00 Mandor 0.1000 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 0.0540 Oh 125,000.00 Tukang 0.0900 Oh 150,000.00 Kepala Tukang 0.0090 Oh 160,000.00 Mandor 0.0270 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.1080 Oh 125,000.00 Tukang 0.1800 Oh 150,000.00 Kepala Tukang 0.0180 Oh 160,000.00 Mandor 0.0540 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
60 1M' PASANG PIPA PVC AW DIA 1/2''BAHANPipa PVC 1.2000 M' 62,000.00 Perlengkapan 0.3500 Set 62,000.00
Jumlah (1)TENAGAPekerja 0.0360 Oh 125,000.00 Tukang 0.0600 Oh 150,000.00 Kepala Tukang 0.0060 Oh 160,000.00 Mandor 0.0018 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
61 1M' PASANG PIPA PVC AW DIA 3/4''BAHANPipa PVC 1.2000 M' 68,000.00 Perlengkapan 0.3500 Set 68,000.00
Jumlah (1)TENAGAPekerja 0.0360 Oh 125,000.00 Tukang 0.0600 Oh 150,000.00 Kepala Tukang 0.0060 Oh 160,000.00 Mandor 0.0018 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 0.0360 Oh 125,000.00 Tukang 0.0600 Oh 150,000.00 Kepala Tukang 0.0060 Oh 160,000.00 Mandor 0.0018 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
63 1M' PASANG PIPA PVC AW DIA 1,5''BAHANPipa PVC 1.2000 M' 96,000.00 Perlengkapan 0.3500 Set 96,000.00
Jumlah (1)TENAGAPekerja 0.0360 Oh 125,000.00 Tukang 0.0600 Oh 150,000.00 Kepala Tukang 0.0060 Oh 160,000.00 Mandor 0.0018 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
64 1M' PASANG PIPA PVC AW DIA 2''BAHANPipa PVC 1.2000 M' 28,750.00 Perlengkapan 0.3500 Set 28,750.00
Jumlah (1)TENAGAPekerja 0.0540 Oh 125,000.00 Tukang 0.0900 Oh 150,000.00 Kepala Tukang 0.0090 Oh 160,000.00 Mandor 0.0027 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
65 1M' PASANG PIPA PVC AW DIA 3''BAHANPipa PVC 1.2000 M' 41,250.00 Perlengkapan 0.3500 Set 41,250.00
Jumlah (1)TENAGAPekerja 0.0810 Oh 125,000.00 Tukang 0.1350 Oh 150,000.00 Kepala Tukang 0.0135 Oh 160,000.00 Mandor 0.0041 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 0.0810 Oh 125,000.00 Tukang 0.1350 Oh 150,000.00 Kepala Tukang 0.0135 Oh 160,000.00 Mandor 0.0041 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.0300 Oh 125,000.00 Tukang 0.3000 Oh 150,000.00 Kepala Tukang 0.0300 Oh 160,000.00 Mandor 0.0015 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
68 1BH PASANG KRAN DIA 3/4"BAHANKran Air 1.0000 Bh 28,000.00 Seal Tape 0.0250 Set 15,000.00
Jumlah (1)TENAGAPekerja 0.0100 Oh 125,000.00 Tukang 0.1000 Oh 150,000.00 Kepala Tukang 0.0100 Oh 160,000.00 Mandor 0.0050 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
69 1BH PASANG FLOOR DRAINBAHANFloor Drain 1.0000 Bh 39,000.00
Jumlah (1)TENAGAPekerja 0.0100 Oh 125,000.00 Tukang 0.1000 Oh 150,000.00 Kepala Tukang 0.0100 Oh 160,000.00 Mandor 0.0050 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 0.0700 Oh 125,000.00 Tukang 0.1050 Oh 150,000.00 Kepala Tukang 0.0040 Oh 160,000.00 Mandor 0.0025 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.1600 Oh 125,000.00 Tukang 0.1600 Oh 150,000.00 Kepala Tukang 0.0160 Oh 160,000.00 Mandor 0.0025 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.0200 Oh 125,000.00 Tukang 0.0630 Oh 150,000.00 Kepala Tukang 0.0063 Oh 160,000.00 Mandor 0.0025 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.0200 Oh 125,000.00 Tukang 0.0750 Oh 150,000.00 Kepala Tukang 0.0075 Oh 160,000.00 Mandor 0.0025 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 0.0200 Oh 125,000.00 Tukang 0.0630 Oh 150,000.00 Kepala Tukang 0.0060 Oh 160,000.00 Mandor 0.0030 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.0200 Oh 125,000.00 Tukang 0.0630 Oh 150,000.00 Kepala Tukang 0.0060 Oh 160,000.00 Mandor 0.0030 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2000 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2000 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 0.2000 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2000 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2000 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2000 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
NO. JENIS PEKERJAAN KOEF SAT.HARGA SATUAN
(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
Jumlah (1)TENAGAPekerja 0.2000 Oh 125,000.00 Tukang 0.1500 Oh 150,000.00 Kepala Tukang 0.0150 Oh 160,000.00 Mandor 0.0150 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2000 Oh 125,000.00 Tukang 0.2500 Oh 150,000.00 Kepala Tukang 0.0600 Oh 160,000.00 Mandor 0.0050 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (1)TENAGAPekerja 0.2000 Oh 125,000.00 Tukang 0.2500 Oh 150,000.00 Kepala Tukang 0.0600 Oh 160,000.00 Mandor 0.0050 Oh 170,000.00
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
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
Jumlah (2)Jumlah (1)+(2)Overhead & Profit = 15 %Harga Satuan Pekerjaan
ANALISA HARGA SATUAN
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
ANALISA HARGA SATUAN
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
Overhead & Profit = 15 % 22,368.00
Harga Satuan Pekerjaan 171,488.00
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
Overhead & Profit = 15 % 14,700.00
Harga Satuan Pekerjaan 112,700.00
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
Overhead & Profit = 15 % 6,007.50
Harga Satuan Pekerjaan 46,057.50
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
Overhead & Profit = 15 % 4,089.60
Harga Satuan Pekerjaan 31,353.60
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
Overhead & Profit = 15 % 14,349.60
Harga Satuan Pekerjaan 110,013.60
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
Overhead & Profit = 15 % 326,782.50
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
Semen Portland 10.5000 Kg 6,340.00 66,570.00
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
Seng Gelombang BJLS 0,20 1.5000 Lbr 56,960.00 85,440.00
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
Overhead & Profit = 15 % 294,230.25
Harga Satuan Pekerjaan 2,255,765.25
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
Overhead & Profit = 15 % 38,280.00
Harga Satuan Pekerjaan 293,480.00
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
Overhead & Profit = 15 % 6,442.50
Harga Satuan Pekerjaan 49,392.50
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
Overhead & Profit = 15 % 217,380.00
Harga Satuan Pekerjaan 1,666,580.00
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
Overhead & Profit = 15 % 289,705.50
Harga Satuan Pekerjaan 2,221,075.50
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
Overhead & Profit = 15 % 510,787.50
Harga Satuan Pekerjaan 3,916,037.50
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
Overhead & Profit = 15 % 496,740.00
Harga Satuan Pekerjaan 3,808,340.00
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
Overhead & Profit = 15 % 945,988.50
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
Overhead & Profit = 15 % 923,562.00
Harga Satuan Pekerjaan 7,080,642.00
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
Overhead & Profit = 15 % 3,836.70
Harga Satuan Pekerjaan 29,414.70
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
Overhead & Profit = 15 % 3,994.20
Harga Satuan Pekerjaan 30,622.20
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
Overhead & Profit = 15 % 45,322.50
Harga Satuan Pekerjaan 347,472.50
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
Overhead & Profit = 15 % 49,297.50
Harga Satuan Pekerjaan 377,947.50
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
Overhead & Profit = 15 % 80,689.15
Harga Satuan Pekerjaan 618,616.83
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
Overhead & Profit = 15 % 83,003.65
Harga Satuan Pekerjaan 636,361.33
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
Tripleks Tebal 9 mm 0.3500 Lbr 262,164.80 91,757.68
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
Overhead & Profit = 15 % 95,618.65
Harga Satuan Pekerjaan 733,076.33
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
Tripleks Tebal 9 mm 0.3500 Lbr 262,164.80 91,757.68
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
Overhead & Profit = 15 % 95,618.65
Harga Satuan Pekerjaan 733,076.33
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
Overhead & Profit = 15 % 10,800.00
Harga Satuan Pekerjaan 82,800.00
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
Seng Gelombang BJLS 0,20 1.2000 Lbr 56,960.00 68,352.00
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
Overhead & Profit = 15 % 125,362.80
Harga Satuan Pekerjaan 961,114.80
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
Overhead & Profit = 15 % 46,079.07
Harga Satuan Pekerjaan 353,272.87
28 1 M² PASANGAN BATU TELA TEBAL 1/4 BATU, 1 PC : 4 PS.
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
Overhead & Profit = 15 % 53,884.20
Harga Satuan Pekerjaan 413,112.20
29 1 M² PASANGAN BATU TELA TEBAL 1/2 BATU, 1 PC : 4 PS.
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
Overhead & Profit = 15 % 66,086.82
Harga Satuan Pekerjaan 506,665.62
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
Overhead & Profit = 15 % 22,426.50
Harga Satuan Pekerjaan 171,936.50
31 1 M² PLESTERAN TEBAL 15 MM, 1 PC : 3 PS.
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
Overhead & Profit = 15 % 15,427.23
Harga Satuan Pekerjaan 118,275.43
32 1 M² PLESTERAN TEBAL 15 MM, 1 PC : 4 PS.
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
Overhead & Profit = 15 % 20,056.50
Harga Satuan Pekerjaan 153,766.50
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
Overhead & Profit = 15 % 13,767.00
Harga Satuan Pekerjaan 105,547.00
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
Overhead & Profit = 15 % 9,663.75
Harga Satuan Pekerjaan 74,088.75
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
Overhead & Profit = 15 % 635,865.00
Harga Satuan Pekerjaan 4,874,965.00
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
Harga Satuan Pekerjaan 9,573,520.00
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
Besi Beton polos 160.0000 Kg 19,900.00 3,184,000.00
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
Batu Pecah / Split 0.7800 M³ 1,175,000.00 916,500.00
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
Harga Satuan Pekerjaan 10,422,576.50
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
Batu Pecah / Split 0.7800 M³ 1,175,000.00 916,500.00
Balok Kayu Kelas II 0.0150 M³ 6,829,000.00 102,435.00
Tripleks Tebal 9 mm 0.3500 Lbr 247,500.00 86,625.00
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
Harga Satuan Pekerjaan 12,673,069.00
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
Batu Pecah / Split 0.7800 M³ 1,175,000.00 916,500.00
Balok Kayu Kelas II 0.0140 M³ 6,829,000.00 95,606.00
Tripleks Tebal 9 mm 2.8000 Lbr 247,500.00 693,000.00
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
Harga Satuan Pekerjaan 12,199,091.90
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
Besi Beton polos 200.0000 Kg 19,900.00 3,980,000.00
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
Batu Pecah / Split 0.7800 M³ 1,175,000.00 916,500.00
Balok Kayu Kelas II 0.1050 M³ 6,829,000.00 717,045.00
Tripleks Tebal 9 mm 2.5000 Lbr 247,500.00 618,750.00
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
Harga Satuan Pekerjaan 13,448,784.25
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
Besi Beton polos 150.0000 Kg 22,000.00 3,300,000.00
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
Balok Kayu Kelas II 0.1200 M³ 6,400,000.00 768,000.00
Tripleks Tebal 9 mm 2.8000 Lbr 262,164.80 734,061.44
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
Harga Satuan Pekerjaan 16,868,063.66
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
Batu Pecah / Split 0.0090 M³ 4,450,000.00 40,050.00
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
Overhead & Profit = 15 % 26,301.00
Harga Satuan Pekerjaan 201,641.00
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
Batu Pecah / Split 0.0150 M³ 4,450,000.00 66,750.00
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
Overhead & Profit = 15 % 35,012.25
Harga Satuan Pekerjaan 268,427.25
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
Overhead & Profit = 15 % 22,414.80
Harga Satuan Pekerjaan 171,846.80
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
Overhead & Profit = 15 % 13,278.00
Harga Satuan Pekerjaan 101,798.00
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
Overhead & Profit = 15 % 55,401.00
Harga Satuan Pekerjaan 424,741.00
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
Overhead & Profit = 15 % 74,722.39
Harga Satuan Pekerjaan 572,871.68
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
Overhead & Profit = 15 % 13,365.00
Harga Satuan Pekerjaan 102,465.00
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
Overhead & Profit = 15 % 11,583.00
Harga Satuan Pekerjaan 88,803.00
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
Overhead & Profit = 15 % 60,067.20
Harga Satuan Pekerjaan 460,515.20
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
Harga Satuan Pekerjaan 18,255,905.00
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
Overhead & Profit = 15 % 147,729.00
Harga Satuan Pekerjaan 1,132,589.00
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
Overhead & Profit = 15 % 171,887.40
Harga Satuan Pekerjaan 1,317,803.40
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
Overhead & Profit = 15 % 309,978.75
Harga Satuan Pekerjaan 2,376,503.75
54 1BH PASANG CLOSED JONGKOK PORSELIN
BAHAN
Closed Jongkok 1.0000 Bh 303,000.00 303,000.00
Semen Portland 6.0000 Kg 6,340.00 38,040.00
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
Overhead & Profit = 15 % 144,538.50
Harga Satuan Pekerjaan 1,108,128.50
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
Semen Portland 6.0000 Kg 6,340.00 38,040.00
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
Overhead & Profit = 15 % 163,426.50
Harga Satuan Pekerjaan 1,252,936.50
56 1M' PASANG PIPA GALFANIS DIA 3/4''
BAHAN
Pipa Galvanis 1.2000 M' 47,666.67 57,200.00
Perlengkapan 0.3500 Set 47,666.67 16,683.33
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
Overhead & Profit = 15 % 15,024.50
Harga Satuan Pekerjaan 115,187.83
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
Perlengkapan 0.3500 Set 62,500.00 21,875.00
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
Overhead & Profit = 15 % 22,415.25
Harga Satuan Pekerjaan 171,850.25
58 1M' PASANG PIPA PVC AW DIA 1/2''
BAHAN
Pipa PVC 1.2000 M' 62,000.00 74,400.00
Perlengkapan 0.3500 Set 62,000.00 21,700.00
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
Overhead & Profit = 15 % 16,629.90
Harga Satuan Pekerjaan 127,495.90
59 1M' PASANG PIPA PVC AW DIA 3/4''
BAHAN
Pipa PVC 1.2000 M' 68,000.00 81,600.00
Perlengkapan 0.3500 Set 68,000.00 23,800.00
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
Overhead & Profit = 15 % 18,024.90
Harga Satuan Pekerjaan 138,190.90
60 1M' PASANG PIPA PVC AW DIA 1''
BAHAN
Pipa PVC 1.2000 M' 78,000.00 93,600.00
Perlengkapan 0.3500 Set 78,000.00 27,300.00
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
Overhead & Profit = 15 % 20,349.90
Harga Satuan Pekerjaan 156,015.90
61 1M' PASANG PIPA PVC AW DIA 1,5''
BAHAN
Pipa PVC 1.2000 M' 96,000.00 115,200.00
Perlengkapan 0.3500 Set 96,000.00 33,600.00
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
Overhead & Profit = 15 % 24,534.90
Harga Satuan Pekerjaan 188,100.90
62 1M' PASANG PIPA PVC AW DIA 2''
BAHAN
Pipa PVC 1.2000 M' 28,750.00 34,500.00
Perlengkapan 0.3500 Set 28,750.00 10,062.50
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
Overhead & Profit = 15 % 10,006.73
Harga Satuan Pekerjaan 76,718.23
63 1M' PASANG PIPA PVC AW DIA 3''
BAHAN
Pipa PVC 1.2000 M' 41,250.00 49,500.00
Perlengkapan 0.3500 Set 41,250.00 14,437.50
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
Overhead & Profit = 15 % 14,575.43
Harga Satuan Pekerjaan 111,744.93
64 1M' PASANG PIPA PVC AW DIA 4''
BAHAN
Pipa PVC 1.2000 M' 70,000.00 84,000.00
Perlengkapan 0.3500 Set 70,000.00 24,500.00
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
Overhead & Profit = 15 % 21,259.80
Harga Satuan Pekerjaan 162,991.80
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
Overhead & Profit = 15 % 109,470.75
Harga Satuan Pekerjaan 839,275.75
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
Overhead & Profit = 15 % 6,161.25
Harga Satuan Pekerjaan 47,236.25
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
Overhead & Profit = 15 % 7,155.00
Harga Satuan Pekerjaan 54,855.00
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
Overhead & Profit = 15 % 36,970.13
Harga Satuan Pekerjaan 283,437.63
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
Overhead & Profit = 15 % 37,530.00
Harga Satuan Pekerjaan 287,730.00
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
Overhead & Profit = 15 % 10,170.38
Harga Satuan Pekerjaan 77,972.88
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
Overhead & Profit = 15 % 8,925.38
Harga Satuan Pekerjaan 68,427.88
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
Overhead & Profit = 15 % 9,885.38
Harga Satuan Pekerjaan 75,787.88
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
Overhead & Profit = 15 % 6,885.38
Harga Satuan Pekerjaan 52,787.88
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
Overhead & Profit = 15 % 46,035.38
Harga Satuan Pekerjaan 352,937.88
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
Overhead & Profit = 15 % 79,858.82
Harga Satuan Pekerjaan 612,250.92
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
Overhead & Profit = 15 % 35,538.38
Harga Satuan Pekerjaan 272,460.88
77 1 M² PASANG LANTAI KERAMIC 40 x 40 cm
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
Overhead & Profit = 15 % 53,367.45
Harga Satuan Pekerjaan 409,150.45
78 1 M² PASANG LANTAI KERAMIC 20 x 20 cm
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
Overhead & Profit = 15 % 35,973.53
Harga Satuan Pekerjaan 275,797.03
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
Overhead & Profit = 15 % 44,923.11
Harga Satuan Pekerjaan 344,410.51
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
Overhead & Profit = 15 % 20,773.65
Harga Satuan Pekerjaan 159,264.65
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
Overhead & Profit = 15 % 50,116.80
Harga Satuan Pekerjaan 384,228.80
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
Overhead & Profit = 15 % 42,231.15
Harga Satuan Pekerjaan 323,772.15
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
Overhead & Profit = 15 % 67,291.80
Harga Satuan Pekerjaan 515,903.80
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
Overhead & Profit = 15 % 2,739.75
Harga Satuan Pekerjaan 21,004.75
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
Overhead & Profit = 15 % 9,244.50
Harga Satuan Pekerjaan 70,874.50
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
Overhead & Profit = 15 % 8,604.75
Harga Satuan Pekerjaan 65,969.75
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
Overhead & Profit = 15 % 3,918.45
Harga Satuan Pekerjaan 30,041.45
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
Overhead & Profit = 15 % 4,571.25
Harga Satuan Pekerjaan 35,046.25
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
Overhead & Profit = 15 % 4,222.50
Harga Satuan Pekerjaan 32,372.50
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
Overhead & Profit = 15 % 4,222.50
Harga Satuan Pekerjaan 32,372.50
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
Overhead & Profit = 15 % 12,060.75
Harga Satuan Pekerjaan 92,465.75
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
Overhead & Profit = 15 % 48,892.50
Harga Satuan Pekerjaan 374,842.50
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
Overhead & Profit = 15 % 63,892.50
Harga Satuan Pekerjaan 489,842.50
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
Overhead & Profit = 15 % 206,392.50
Harga Satuan Pekerjaan 1,582,342.50
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
Overhead & Profit = 15 % 48,892.50
Harga Satuan Pekerjaan 374,842.50
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
Overhead & Profit = 15 % 30,892.50
Harga Satuan Pekerjaan 236,842.50
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
Overhead & Profit = 15 % 25,087.50
Harga Satuan Pekerjaan 192,337.50
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
Overhead & Profit = 15 % 27,592.50
Harga Satuan Pekerjaan 211,542.50
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
Overhead & Profit = 15 % 23,767.50
Harga Satuan Pekerjaan 182,217.50
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
Overhead & Profit = 15 % 23,467.50
Harga Satuan Pekerjaan 179,917.50
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
Overhead & Profit = 15 % 14,512.50
Harga Satuan Pekerjaan 111,262.50
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
Overhead & Profit = 15 % 10,800.00
Harga Satuan Pekerjaan 82,800.00
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
Overhead & Profit = 15 % 8,685.38
Harga Satuan Pekerjaan 66,587.88
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
Harga Satuan Pekerjaan 19,799,285.50
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
Harga Satuan Pekerjaan 19,649,141.50
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
Harga Satuan Pekerjaan 10,475,465.00
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
Overhead & Profit = 15 % 25,390.35
Harga Satuan Pekerjaan 194,659.35
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
Overhead & Profit = 15 % 6,332.25
Harga Satuan Pekerjaan 48,547.25
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
Overhead & Profit = 15 % 705,300.00
Harga Satuan Pekerjaan 5,407,300.00
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
Overhead & Profit = 15 % 28,170.75
Harga Satuan Pekerjaan 215,975.75
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
Overhead & Profit = 15 % 65,917.50
Harga Satuan Pekerjaan 505,367.50
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
Harga Satuan Pekerjaan 10,892,003.28
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
Overhead & Profit = 15 % 51,186.60
Harga Satuan Pekerjaan 392,430.60
114 1M' PASANG PIPA GALVANIS DIA 2''
BAHAN
Pipa GIP 1.2000 M' 58,000.00 69,600.00
Perlengkapan 0.3500 Set 28,750.00 10,062.50
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
Overhead & Profit = 15 % 15,271.73
Harga Satuan Pekerjaan 117,083.23
115 1M' PASANG PIPA GALVANIS DIA 1"
BAHAN
Pipa GIP 1.2000 M' 99,333.33 119,200.00
Perlengkapan 0.3500 Set 28,750.00 10,062.50
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
Overhead & Profit = 15 % 21,604.28
Harga Satuan Pekerjaan 165,632.78
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
Overhead & Profit = 15 % 153,610.08
Harga Satuan Pekerjaan 1,177,677.25
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
Overhead & Profit = 15 % 915,941.00
Harga Satuan Pekerjaan 915,941.00
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
Overhead & Profit = 15 % 19,839.83
Harga Satuan Pekerjaan 152,105.33
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
000 0 1 Satu0 2 Dua0 3 Tiga
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
000 0 1 Satu0 2 Dua0 3 Tiga
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
000 0 1 Satu0 2 Dua0 3 Tiga
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
000 0 1 Satu0 2 Dua0 3 Tiga
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
000 0 1 Satu0 2 Dua0 3 Tiga
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
000 0 1 Satu0 2 Dua0 3 Tiga
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
000 0 1 Satu0 2 Dua0 3 Tiga
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
Type 3 PANJANG X LEBAR X TEBAL
Type 4 PANJANG X LEBAR X TEBAL
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
rabat kika 10.36 X 0.8
rabat blkg 30.88 X 0.8
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
rabat kika 10.36 X 0.8
rabat blkg 30.88 X 0.8
V. PEKERJAAN DINDING
1 Pasangan Dinding Batu Tela 1 : 4
PANJANG TINGGI
sisi dpn bag 1 : 2.35 X 3.9
sisi dpn bag 2 : 2.27 X 3.9
sisi dpn bag 3 : 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
X LEBAR X TINGGI = VOLUME
0.12 0.2 2.32 M3
0.12 0.2 0.38 M3
- M3
2.71 M3
X LEBAR X TINGGI = VOLUME
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
X LEBAR X TEBAL X UNIT = VOLUME
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
X LEBAR X TEBAL X UNIT = VOLUME
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
LEBAR X TEBAL X UNIT =
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
X LEBAR X TEBAL X UNIT = VOLUME
7 1 1 231.00 M2
5.38 1 1 177.54 M2
M2
408.54 M2
X LEBAR X TEBAL X UNIT = VOLUME
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
X LEBAR X TEBAL X UNIT = VOLUME
6.8 1 2 446.62 M2
7 1 2 56.00 M2
502.62 M3
X LEBAR X TEBAL X UNIT = VOLUME
0.42 1 1 13.88 M2
0.42 1 1 1.72 M2
15.60 M2
X LEBAR X TEBAL X UNIT = VOLUME
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
LEBAR X TEBAL X UNIT =
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
LEBAR X TEBAL X UNIT =
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
DAFTAR HARGA SATUAN BAHAN DAN UPAH KERJA KABUPATEN PEGUNUNGAN ARFAKBERDASARKAN BASIC PRICE KAB MANOKWARI
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
DAFTAR HARGA SATUAN BAHAN DAN UPAH KERJA KABUPATEN PEGUNUNGAN ARFAKBERDASARKAN BASIC PRICE KAB MANOKWARI
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
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