Analisa Harga Satuan Pekerjaan Pekerjaan : Lokasi : Tahun : No Jenis Pekerjaan Sat Indeks Harga Satuan (Rp) Bahan Upah I PEKERJAAN PERSIAPAN 6.8 SNI 03-2835-2002 Tenaga Pekerja Oh 0.100 36,000.00 Mandor Oh 0.050 40,000.00 Sub Total 6.1 SNI 03-2835-2002 Bahan Dolken Kayu Ø 8-10/400 cm Btg 1.250 25,000.00 Semen Portland Kg 2.500 1,050.00 Pasir Beton M³ 0.005 125,000.00 Koral Beton M³ 0.009 135,000.00 Kayu 5/7 M³ 0.072 1,700,000.00 Paku Biasa 2"-5" Kg 0.060 10,000.00 Residu Lt 0.400 11,000.00 Tenaga Tukang Kayu Oh 0.200 47,500.00 Pekerja Oh 0.400 36,000.00 Kepala Tukang Oh 0.020 45,000.00 Mandor Oh 0.020 40,000.00 Sub Total 6.4 SNI 03-2835-2002 Bahan Kayu 5/7 M³ 0.012 1,700,000.00 Paku Biasa 2"-5" Kg 0.020 10,000.00 Kayu Papan Bengkirai 3/20 M³ 0.007 3,541,666.00 Tenaga Tukang Kayu Oh 0.100 47,500.00 Pekerja Oh 0.100 36,000.00 Kepala Tukang Oh 0.010 45,000.00 A. Pembersihan Lahan (m²) B. Pemasangan Pagar Sementara dari Kayu tinggi 2 m (m¹) C. Memasang Bouwplank (m¹)
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Analisa Harga Satuan Pekerjaan
Pekerjaan :Lokasi :Tahun :
No Jenis Pekerjaan Sat IndeksHarga Satuan (Rp)
Bahan Upah
I PEKERJAAN PERSIAPAN6.8
SNI 03-2835-2002 Tenaga
Pekerja Oh 0.100 36,000.00 3,600.00
Mandor Oh 0.050 40,000.00 2,000.00 Sub Total 5,600.00
6.1
SNI 03-2835-2002 Bahan
Dolken Kayu Ø 8-10/400 cm Btg 1.250 25,000.00 31,250.00
Semen Portland Kg 2.500 1,050.00 2,625.00
Pasir Beton M³ 0.005 125,000.00 625.00
Koral Beton M³ 0.009 135,000.00 1,215.00
Kayu 5/7 M³ 0.072 1,700,000.00 122,400.00
Paku Biasa 2"-5" Kg 0.060 10,000.00 600.00
Residu Lt 0.400 11,000.00 4,400.00
Tenaga
Tukang Kayu Oh 0.200 47,500.00 9,500.00
Pekerja Oh 0.400 36,000.00 14,400.00
Kepala Tukang Oh 0.020 45,000.00 900.00
Mandor Oh 0.020 40,000.00 800.00 Sub Total 188,715.00
6.4
SNI 03-2835-2002 Bahan
Kayu 5/7 M³ 0.012 1,700,000.00 20,400.00
Paku Biasa 2"-5" Kg 0.020 10,000.00 200.00
Kayu Papan Bengkirai 3/20 M³ 0.007 3,541,666.00 24,791.66
Tenaga
Tukang Kayu Oh 0.100 47,500.00 4,750.00
Pekerja Oh 0.100 36,000.00 3,600.00
Kepala Tukang Oh 0.010 45,000.00 450.00
Total Harga Satuan (Rp)
A. Pembersihan Lahan (m²)
B. Pemasangan Pagar Sementara dari Kayu tinggi 2 m (m¹)
C. Memasang Bouwplank (m¹)
Mandor Oh 0.005 40,000.00 200.00 Sub Total 54,391.66
ALS D. Memasang Papan Nama Proyek 80x120 cm (Bh)BahanKayu Meranti Btg 0.035 1,687,000.00 59,045.00 Paku Biasa 2"-5" Kg 0.600 10,000.00 6,000.00 Seng Lembaran 90 cm 1.400 27,000.00 37,800.00 Cat kayu Kg 1.500 38,000.00 57,000.00 Semen Portland Kg 16.800 1,050.00 17,640.00 Pasir Beton M³ 0.027 125,000.00 3,375.00 Koral Beton M³ 0.041 135,000.00 5,535.00 TenagaTukang Kayu Oh 1.000 47,500.00 47,500.00 Tukang Batu Oh 0.018 42,500.00 765.00 Tukang Cat Oh 1.000 42,500.00 42,500.00 Pekerja Oh 2.100 36,000.00 75,600.00 Mandor Oh 1.005 40,000.00 40,200.00
Sub Total 392,960.00 6.5
SNI 03-2835-2002 BahanDolken Kayu Ø 8-10/400 cm Btg 1.250 25,000.00 31,250.00 Kayu 5/7 M³ 0.180 1,700,000.00 306,000.00 Paku Biasa 2"-5" Kg 0.850 10,000.00 8,500.00 Besi Strip Kg 1.100 11,000.00 12,100.00 Semen Portland Kg 35.000 1,050.00 36,750.00 Pasir Pasang M³ 0.150 125,000.00 18,750.00 Pasir Beton M³ 0.100 125,000.00 12,500.00 Koral Beton M³ 0.150 135,000.00 20,250.00 Bata Merah Bh 30.000 500.00 15,000.00 Seng Plat Lbr 0.250 27,000.00 6,750.00 Jendela Nako Bh 2.0000 12,500.00 25,000.00 Kaca Polos 3 mm M² 0.080 50,000.00 4,000.00 Kunci Tanam Bh 0.150 25,000.00 3,750.00 Plywood 4 mm Lbr 0.060 50,000.00 3,000.00 TenagaTukang Kayu Oh 2.000 47,500.00 95,000.00 Tukang Batu Oh 1.000 42,500.00 42,500.00 Pekerja Oh 2.000 36,000.00 72,000.00 Kepala Tukang Oh 0.800 45,000.00 36,000.00 Mandor Oh 0.050 40,000.00 2,000.00
Sub Total 751,100.00
II PEKERJAAN TANAH6.1
SNI 03-2835-2002 Tenaga
M¹
E. Membuat direksi keet & Gudang Sementara (m²)
A. Galian Tanah Biasa sedalam 1 m (m³)
Pekerja Oh 0.400 36,000.00 14,400.00
Mandor Oh 0.040 40,000.00 1,600.00 Sub Total 16,000.00
6.9
SNI 03-2835-2002 Tenaga
Pekerja Oh 0.192 36,000.00 6,912.00
Mandor Oh 0.019 40,000.00 760.00 Sub Total 7,672.00
6.11
SNI 03-2835-2002 Bahan
Pasir Urug M³ 1.200 100,000.00 120,000.00
Tenaga
Pekerja Oh 0.300 36,000.00 10,800.00
Mandor Oh 0.010 40,000.00 400.00 Sub Total 131,200.00
III PEKERJAAN PONDASI6.6
SNI 03-2835-2002 Bahan
Batu Belah 15/20 cm M³ 1.100 85,000.00 93,500.00
Semen Portland Kg 136.000 1,050.00 142,800.00
Pasir Pasang M³ 0.544 125,000.00 68,000.00
Tenaga
Pekerja Oh 1.500 36,000.00 54,000.00
Tukang Batu Oh 0.600 42,500.00 25,500.00
Kepala Tukang Oh 0.060 45,000.00 2,700.00
Mandor Oh 0.075 40,000.00 3,000.00 Sub Total 389,500.00
IV PEKERJAAN DINDING6.11
SNI 03-2835-2002 Bahan
Bata Merah 5 X 11 X 22 cm Bh 70.000 500.00 35,000.00
Semen Portland Kg 11.500 1,050.00 12,075.00
Pasir Pasang 0.043 125,000.00 5,375.00
Tenaga
Pekerja Oh 0.320 36,000.00 11,520.00
Tukang Batu Oh 0.100 42,500.00 4,250.00
Kepala Tukang Oh 0.010 45,000.00 450.00
Mandor Oh 0.015 40,000.00 600.00
B. Urugan Kembali (m³)
C. Urugan Pasir Bawah Pondasi (m³)
D. Pasangan Pondasi Batu Kali 1 Pc: 5 Ps (m³)
A. Pasangan Tembok ½ Bata 1Pc:4Ps (Trasraam) (m²)
M³
Sub Total 69,270.00 6.15
SNI 03-2835-2002 Bahan
Bata Merah 5 X 11 X 22 cm Bh 70.000 500.00 35,000.00
Semen Portland Kg 4.500 1,050.00 4,725.00
Pasir Pasang 0.050 125,000.00 6,250.00
Kapur Padam 0.015 45,000.00 675.00
Tenaga
Pekerja Oh 0.320 36,000.00 11,520.00
Tukang Batu Oh 0.100 42,500.00 4,250.00
Kepala Tukang Oh 0.010 45,000.00 450.00
Mandor Oh 0.015 40,000.00 600.00 Sub Total 63,470.00
V PEKERJAAN PLESTERAN DINDING6.14
SNI 03-2835-2002 Bahan
Semen Portland Kg 10.800 1,050.00 11,340.00
Pasir Pasang 0.026 125,000.00 3,250.00
Tenaga
Pekerja Oh 0.250 36,000.00 9,000.00
Tukang Batu Oh 0.200 42,500.00 8,500.00
Kepala Tukang Oh 0.020 45,000.00 900.00
Mandor Oh 0.013 40,000.00 500.00 Sub Total 33,490.00
6.9
SNI 03-2835-2002 Bahan
Semen Portland Kg 1.840 1,050.00 1,932.00
Kapur Padam 0.006 45,000.00 270.00
Pasir Pasang 0.014 125,000.00 1,750.00
Tenaga
Pekerja Oh 0.200 36,000.00 7,200.00
Tukang Batu Oh 0.150 42,500.00 6,375.00
Kepala Tukang Oh 0.015 45,000.00 675.00
Mandor Oh 0.010 40,000.00 400.00 Sub Total 18,602.00
VI PEKERJAAN KAYU6.1
SNI 03-2835-2002 Bahan
B. Pasangan Tembok ½ Bata 1Pc:3Kp:10Ps (m²)
M³
M³
A. Plesteran Dinding 1Pc:3Ps (m²) tebal 20 mm
M³
B. Plesteran Dinding 1Pc:3Kp:10Ps (m²) tebal 15 mm
M³
M³
A. Pasang Kusen Pintu dan Jendela Kayu Jati (m³)
Kayu jati, balok 1.100 15,000,000.00 16,500,000.00
Tenaga
Pekerja Oh 6.000 36,000.00 216,000.00
Tukang Kayu Oh 20.000 47,500.00 950,000.00
Kepala Tukang Oh 2.000 45,000.00 90,000.00
Mandor Oh 0.300 40,000.00 12,000.00 Sub Total 17,768,000.00
6.7
SNI 03-2835-2002 Bahan
Kayu Jati, papan 0.040 18,000,000.00 720,000.00
Tenaga
Pekerja Oh 1.000 36,000.00 36,000.00
Tukang Kayu Oh 2.500 47,500.00 118,750.00
Kepala Tukang Oh 0.250 45,000.00 11,250.00
Mandor Oh 0.050 40,000.00 2,000.00 Sub Total 888,000.00
ALS
Bahan
Kayu Bengkirai, balok 1.100 8,500,000.00 9,350,000.00
Tenaga
Pekerja Oh 2.000 36,000.00 72,000.00
Tukang Kayu Oh 8.000 47,500.00 380,000.00
Kepala Tukang Oh 1.200 45,000.00 54,000.00
Mandor Oh 0.200 40,000.00 8,000.00 Sub Total 9,864,000.00
6.35
SNI 03-2835-2002 Bahan
Kayu Borneo, balok 0.014 8,500,000.00 119,000.00
Paku Biasa 2"-5" Kg 0.150 10,000.00 1,500.00
Tenaga
Pekerja Oh 0.100 36,000.00 3,600.00
Tukang Kayu Oh 0.100 47,500.00 4,750.00
Kepala Tukang Oh 0.010 45,000.00 450.00
Mandor Oh 0.005 40,000.00 200.00 Sub Total 129,500.00
6.53
SNI 03-2835-2002 Bahan
Kayu Borneo,Papan 0.009 10,000,000.00 88,000.00
Paku Biasa 2"-5" Kg 0.060 10,000.00 600.00
Tenaga
M³
B. Pasang Pintu Panel Kayu Jati (m²)
M³
C. Pasang Nook, Gording, Murplat, Nook Kayu Bengkirai (m³)
M³
D. Pasang Kaso+Reng Genteng Beton Kayu Borneo (m²)
M³
E. Pasang Listplank, Reuter 2X (2X20) cm, kayu borneo (m³)
M³
Pekerja Oh 0.100 36,000.00 3,600.00
Tukang Kayu Oh 0.100 47,500.00 4,750.00
Kepala Tukang Oh 0.010 45,000.00 450.00
Mandor Oh 0.050 40,000.00 2,000.00 Sub Total 99,400.00
6.40
SNI 03-2835-2002 Bahan
Kayu borneo, balok 0.012 8,500,000.00 102,000.00
Paku biasa 2"-5" Kg 0.100 10,000.00 1,000.00
Tenaga
Pekerja Oh 0.150 36,000.00 5,400.00
Tukang Kayu Oh 0.250 47,500.00 11,875.00
Kepala Tukang Oh 0.025 45,000.00 1,125.00
Mandor Oh 0.075 40,000.00 3,000.00 Sub Total 124,400.00
VII PEKERJAAN BETON6.39
SNI 03-2835-2002 Bahan
Kayu Terentang M³ 0.270 2,000,000.00 540,000.00
Paku Biasa 2"-5" Kg 2.000 10,000.00 20,000.00
Minyak Bekisting Lt 0.600 10,000.00 6,000.00
Besi Beton polos Kg 200.000 12,000.00 2,400,000.00
Kawat Beton Kg 3.000 13,000.00 39,000.00
Semen Portland Kg 323.000 1,050.00 339,150.00
Pasir Beton M³ 0.520 125,000.00 65,000.00
Koral Beton M³ 0.780 135,000.00 105,300.00
Tenaga
Pekerja Oh 4.850 36,000.00 174,600.00
Tukang Batu Oh 0.350 42,500.00 14,875.00
Tukang Kayu Oh 1.560 47,500.00 74,100.00
Tukang Besi Oh 1.400 45,000.00 63,000.00
Kepala Tukang Oh 0.331 45,000.00 14,895.00
Mandor Oh 0.170 40,000.00 6,800.00 Sub Total 3,862,720.00
6.40
SNI 03-2835-2002 Bahan
Kayu Terentang M³ 0.400 2,000,000.00 800,000.00
Paku Biasa 2"-5" Kg 4.000 10,000.00 40,000.00
Minyak Bekisting Lt 2.000 10,000.00 20,000.00
F. Pasang Rangka Langit-langit 1X1 m Kayu Borneo (m²)
M³
A. Membuat sloof Beton Bertulang (200Kg besi+bekisting) (m³)
B. Membuat Kolom Beton Bertulang (300Kg besi+bekisting) (m³)
Besi Beton polos Kg 300.000 12,000.00 3,600,000.00
Kawat Beton Kg 4.500 13,000.00 58,500.00
Semen Portland Kg 323.000 1,050.00 339,150.00
Pasir Beton M³ 0.520 125,000.00 65,000.00
Koral Beton M³ 0.780 135,000.00 105,300.00
Kayu Borneo Balok M³ 0.150 8,500,000.00 1,275,000.00
Plywood 9 mm Lbr 3.500 95,000.00 332,500.00
Dolken Kayu Ø 8-10/400 cm Btg 20.000 25,000.00 500,000.00
Tenaga
Pekerja Oh 7.300 36,000.00 262,800.00
Tukang Batu Oh 0.350 42,500.00 14,875.00
Tukang Kayu Oh 3.300 47,500.00 156,750.00
Tukang Besi Oh 2.100 45,000.00 94,500.00
Kepala Tukang Oh 0.570 45,000.00 25,650.00
Mandor Oh 0.250 40,000.00 10,000.00 Sub Total 7,700,025.00
6.46
SNI 03-2835-2002 Bahan
Kayu Albasiah M³ 0.003 3,000,000.00 9,000.00
Paku Biasa 2"-5" Kg 0.020 10,000.00 200.00
Besi Beton polos Kg 3.600 13,000.00 46,800.00
Kawat Beton Kg 0.050 13,000.00 650.00
Semen Portland Kg 5.500 1,050.00 5,775.00
Pasir Beton M³ 0.009 125,000.00 1,125.00
Koral Beton M³ 0.015 135,000.00 2,025.00
Tenaga
Pekerja Oh 0.100 36,000.00 3,600.00
Tukang Batu Oh 0.033 42,500.00 1,402.50
Tukang Kayu Oh 0.033 47,500.00 1,567.50
Tukang Besi Oh 0.033 45,000.00 1,485.00
Kepala Tukang Oh 0.010 45,000.00 450.00
Mandor Oh 0.005 40,000.00 200.00 Sub Total 74,280.00
6.46
SNI 03-2835-2002 Bahan
Kayu Albasiah M³ 0.003 3,000,000.00 9,000.00
Paku Biasa 2"-5" Kg 0.020 10,000.00 200.00
Besi Beton polos Lt 3.600 13,000.00 46,800.00
Kawat Beton Kg 0.050 13,000.00 650.00
Semen Portland Kg 5.500 1,050.00 5,775.00
C. Membuat Ring Balok Beton Bertulang (10X15cm) (m³)
D. Membuat Kuda-Kuda Beton Bertulang (10X15cm) (m³)
Pasir Beton Kg 0.009 125,000.00 1,125.00
Koral Beton M³ 0.015 135,000.00 2,025.00
Tenaga
Pekerja Oh 0.100 36,000.00 3,600.00
Tukang Batu Oh 0.033 42,500.00 1,402.50
Tukang Kayu Oh 0.033 47,500.00 1,567.50
Tukang Besi Oh 0.033 45,000.00 1,485.00
Kepala Tukang Oh 0.010 45,000.00 450.00
Mandor Oh 0.005 40,000.00 200.00 Sub Total 74,280.00
6.5
SNI 03-2835-2002 Bahan
Semen Portland Kg 232.000 1,050.00 243,600.00
Pasir Beton M³ 0.520 125,000.00 65,000.00
Koral Beton M³ 0.780 135,000.00 105,300.00
Tenaga
Pekerja Oh 1.650 36,000.00 59,400.00
Tukang Batu Oh 0.250 42,500.00 10,625.00
Kepala Tukang Oh 0.025 45,000.00 1,125.00
Mandor Oh 0.080 40,000.00 3,200.00
Sub Total 488,250.00 6.25 F. Pembesian Besi Polos dan Ulir plat beton(Kg)
SNI 03-2835-2002 Bahan
Besi Beton (Polos/Ulir) Kg 1.050 12,000.00 12,600.00
Kawat Beton Kg 0.015 13,000.00 195.00
Tenaga
Pekerja Oh 0.007 36,000.00 252.00
Tukang Besi Oh 0.007 45,000.00 315.00
Kepala Tukang Oh 0.001 45,000.00 31.50
Mandor Oh 0.000 40,000.00 12.00 Sub Total 13,405.50
6.32
SNI 03-2835-2002 Bahan
Kayu Terentang M³ 0.040 2,000,000.00 80,000.00
Paku Biasa 2"-5" Kg 0.400 10,000.00 4,000.00
Minyak Bekisting Lt 0.200 10,000.00 2,000.00
Balok Kayu borneo M³ 0.015 8,500,000.00 127,500.00
Plywood tebal 9 mm Lbr 0.350 95,000.00 33,250.00
Dolken Kayu galam Ø 8-10/4 m Btg 6.000 25,000.00 150,000.00
Tenaga
E. Membuat Plat Beton 1Pc:2Ps:3Kr (m³)
G. Pasang Bekisting untuk Plat Beton (m²)
Pekerja Oh 0.320 36,000.00 11,520.00
Tukang kayu Oh 0.330 47,500.00 15,675.00
Kepala Tukang Oh 0.033 45,000.00 1,485.00
Mandor Oh 0.006 40,000.00 240.00 Sub Total 425,670.00
2 Memasang Bak Mandi Bata Bata, Vol 0.3 m³ Bh 2.000 1,635,500.00 3,271,000.00
3 Memasang Kran Air Ø ½" atau ¾" Bh 3.000 20,760.00 62,280.00
4 Memasang pipa PVC tipe AW Ø 1" m¹ 19.650 19,550.00 384,157.50
5 Memasang pipa PVC tipe AW Ø 4" m¹ 20.470 43,850.00 897,609.50
6 Memasang Bak kontrol Pas Batu Bata 45X45 cm Bh 1.000 213,152.50 213,152.50
7 Membuat Septictank 1.5x2x2 m + Peresapan Bh 1.000 2,500,000.00 2,500,000.00
Daftar Rekapitulasi Rencanana Anggaran Biaya
Pekerjaan :Lokasi :Tahun :
No Jenis Pekerjaan Harga (Rp)
I PEKERJAAN PERSIAPAN Rp 42,188,844.26 II PEKERJAAN TANAH Rp 1,383,800.98 III PEKERJAAN PONDASI Rp 11,049,725.50 IV PEKERJAAN DINDING Rp 19,048,884.73 V PEKERJAAN PLESTERAN DINDING Rp 8,367,995.23 VI PEKERJAAN KAYU Rp 108,056,777.50 VII PEKERJAAN BETON Rp 38,397,507.97 VIII PEKERJAAN PENUTUP ATAP Rp 21,128,039.20 IX PEKERJAAN PLAFON Rp 8,543,718.83 X PEKERJAAN PENUTUP LANTAI DAN DINDING Rp 17,826,360.17 XI PEKERJAAN KUNCI DAN KACA Rp 3,507,563.00 XII PEKERJAAN PENGECATAN Rp 17,811,632.99 XIII PEKERJAAN INSTALASI LISTRIK Rp 2,970,000.00 XIV PEKERJAAN SANITASI Rp 7,870,599.50
TOTAL JUMLAH Rp 300,280,850.35 dibulatkan Rp 300,280,000.00
Daftar Harga Bahan
Pekerjaan :Lokasi :Tahun :
No Bahan Satuan Harga (Rp)
1 Dolken Kayu Ø 8-10/400 cm Btg Rp 25,000.00
2 Semen Portland Kg Rp 1,050.00
3 Pasir Beton M³ Rp 125,000.00
4 Koral Beton M³ Rp 135,000.00
5 Kayu 5/7 M³ Rp 1,700,000.00
6 Paku Biasa 2"-5" Kg Rp 10,000.00
7 Residu Lt Rp 11,000.00
8 Kayu Papan Bengkirai 3/20 M³ Rp 3,541,666.00
9 Besi Strip Kg Rp 11,000.00
10 Pasir Pasang M³ Rp 125,000.00
11 Seng Plat Lbr Rp 27,000.00
12 Jendela Nako 12 kaca/1m Bh Rp 12,500.00
13 Kaca Polos 3 mm M² Rp 50,000.00
14 Kunci Tanam Bh Rp 25,000.00
15 Plywood 4 mm Lbr Rp 50,000.00
16 Pasir Urug M³ Rp 100,000.00
17 Batu Belah 15/20 cm M³ Rp 85,000.00
18 Bata Merah 5 X 11 X 22 cm Bh Rp 500.00
19 Kapur Padam Rp 45,000.00
20 Kayu jati, balok Rp 15,000,000.00
21 Kayu Jati, papan Rp 18,000,000.00
22 Kayu Bengkirai, balok Rp 8,500,000.00
23 Kayu Borneo, balok Rp 8,500,000.00
24 Kayu Borneo,Papan Rp 10,000,000.00
25 Kayu Meranti Btg Rp 1,687,000.00
26 Kayu Terentang M³ Rp 2,000,000.00
27 Minyak Bekisting Lt Rp 10,000.00
28 Besi Beton polos Kg Rp 12,000.00
29 Kawat Beton Kg Rp 13,000.00
30 Kayu Albasiah M³ Rp 3,000,000.00
31 Plywood tebal 9 mm Lbr Rp 95,000.00
32 Ubin Abu-Abu 20X20 cm Bh Rp 3,888.89
33 Plint Ubin 10x30 cm Bh Rp 2,700.00
34 Kunci Tanam Biasa Bh Rp 25,000.00
35 Engsel Pintu Bh Rp 8,000.00
36 Engsel Jendela Bh Rp 7,000.00
37 Door holder Bh Rp 5,000.00
38 Kaca Wireglass 5 mm M² Rp 90,000.00
39 Cat Meni Kg Rp 18,000.00
40 Kertas Gosok kayu Lbr Rp 3,000.00
41 Plamir Kg Rp 18,000.00
42 Cat dasar kayu Kg Rp 20,000.00
43 Cat penutup 2 kali Kg Rp 38,000.00
44 Minyak Cat Ltr Rp 12,000.00
45 Kuas 3" Bh Rp 10,000.00
46 Plamir Kg Rp 12,000.00
47 Kertas gosok tembok Lbr Rp 3,000.00
M³
M³
M³
M³
M³
M³
48 Cat Dasar tembok Kg Rp 35,000.00
49 Cat Penutup 2x Kg Rp 60,000.00
50 Kloset Jongkok Porselen Bh Rp 90,000.00
51 Porselen (11x11) Cm Bh Rp 2,500.00
52 Semen Nat Kg Rp 13,000.00
53 Kran Air bh Rp 15,000.00
54 Sealm Tape Kg Rp -
55 Pipa PVC 1" m¹ Rp 6,250.00
56 Pipa PVC 4" m¹ Rp 21,250.00
57 Batu Kerikil Rp 125,000.00
58 Besi Beton Kg Rp 10,000.00
59 Genteng Bubung Palentong Bh Rp 7,500.00
60 Genteng Beton Bh Rp 5,500.00
61 Kayu Profil M¹ Rp 3,333.33
62 Paku plafon Kg Rp 10,000.00
63 Pelat Asbes tebal 6mm M² Rp 32,000.00
64 Ubin Keramik 33X33 cm Bh Rp 4,000.00
65 Semen Warna Kg Rp 13,000.00
66 Ubin Keramik Artistik 10X20 cm Bh Rp 4,444.44
67 Septic tank + Resapan Bh Rp 2,500,000.00
No Tenaga Sat Harga
1 Pekerja Oh Rp 36,000.00
2 Tukang Batu Oh Rp 42,500.00
3 Tukang Kayu Oh Rp 47,500.00
4 Tukang Besi Oh Rp 45,000.00
5 Tukang Gali Oh Rp 42,500.00
6 Tukang Cat Oh Rp 42,500.00
7 Tukang Politur Oh Rp 45,000.00
8 Kepala Tukang Oh Rp 45,000.00
9 Mandor Oh Rp 40,000.00
10 Masinis/operator Oh Rp 60,000.00
11 Kernet Oh Rp 40,000.00
12 Penyemprot Oh Rp 40,000.00
13 Pekerja malam Oh Rp 40,000.00
M3
Daftar Harga Bahan
Stok di pasaran
40kg/holcim 42,000.00
4m 85,000.00 0.02441.666666667
3,541,666.67
9bh 35,000.00 3,888.89
bh 1,000.00
4m 25,000.00 6,250.00 4m 85,000.00 21,250.00
3m 10,000.00
9bh 36,000.00 4,000.00
9bh 40,000.00 4,444.44
Diagram Batang dan Kurva S
Pekerjaan :Lokasi :Tahun :
No Jenis Pekerjaan Harga (Rp)
I PEKERJAAN PERSIAPAN Rp 42,188,844.26
II PEKERJAAN TANAH Rp 1,383,800.98
III PEKERJAAN PONDASI Rp 11,049,725.50
IV PEKERJAAN DINDING Rp 19,048,884.73
V PEKERJAAN PLESTERAN DINDING Rp 8,367,995.23
VI PEKERJAAN KAYU Rp 108,056,777.50
VII PEKERJAAN BETON Rp 38,397,507.97
VIII PEKERJAAN PENUTUP ATAP Rp 21,128,039.20
IX PEKERJAAN PLAFON Rp 8,543,718.83
X PEKERJAAN PENUTUP LANTAI DAN DINDING Rp 17,826,360.17
XI PEKERJAAN KUNCI DAN KACA Rp 3,507,563.00
XII PEKERJAAN PENGECATAN Rp 17,811,632.99
XIII PEKERJAAN INSTALASI LISTRIK Rp 2,970,000.00
XIV PEKERJAAN SANITASI Rp 7,870,599.50
TOTAL Rp 308,151,449.85
Jumlah Bobot
Progress Bulanan
Bobot (%)Bulan
Awal Proyek Jan Feb Mar Apr Mei Jun Jul
13.691 3.423 3.423 3.423 3.423
0.449 0.225 0.225
3.586 1.195 1.195 1.195
6.182 1.545 1.545 1.545 1.545
2.716 1.358 1.358
35.066 5.844 5.844 5.844
12.461 3.115 3.115
6.856 2.285
2.773
5.785
1.138
5.780
0.964
2.554
100.000
Jumlah Bobot 0 3.423 3.647 4.843 6.163 9.943 11.863 12.790