contoh diagram batang

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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 0.005 125,000.00 Koral Beton 0.009 135,000.00 Kayu 5/7 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 0.012 1,700,000.00 Paku Biasa 2"-5" Kg 0.020 10,000.00 Kayu Papan Bengkirai 3/20 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

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)

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)

A. Plesteran Dinding 1Pc:3Ps (m²) tebal 20 mm

B. Plesteran Dinding 1Pc:3Kp:10Ps (m²) tebal 15 mm

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

B. Pasang Pintu Panel Kayu Jati (m²)

C. Pasang Nook, Gording, Murplat, Nook Kayu Bengkirai (m³)

D. Pasang Kaso+Reng Genteng Beton Kayu Borneo (m²)

E. Pasang Listplank, Reuter 2X (2X20) cm, kayu borneo (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)

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

VIII PEKERJAAN PENUTUP ATAP6.4

SNI 03-2835-2002 Bahan

Genteng Bubung Palentong Bh 5.000 7,500.00 37,500.00

Semen Portland Kg 8.000 1,050.00 8,400.00

Pasir Pasang 0.032 125,000.00 4,000.00

Tenaga

Pekerja Oh 0.400 36,000.00 14,400.00

Tukang Kayu Oh 0.200 47,500.00 9,500.00

Kepala Tukang Oh 0.020 45,000.00 900.00

Mandor Oh 0.002 40,000.00 80.00 Sub Total 74,780.00

6.30

SNI 03-2835-2002 Bahan

Genteng Beton Bh 11.000 5,500.00 60,500.00

Paku Biasa 2" - 5" Kg 0.030 10,000.00 300.00

Tenaga

Pekerja Oh 0.200 36,000.00 7,200.00

Tukang Kayu Oh 0.100 47,500.00 4,750.00

Kepala Tukang Oh 0.010 45,000.00 450.00

Mandor Oh 0.010 40,000.00 400.00 Sub Total 73,600.00

IX PEKERJAAN PLAFON6.19

SNI 03-2835-2002 Bahan

Kayu Profil 1.100 3,333.33 3,666.67

Paku plafon Kg 0.010 10,000.00

Tenaga

Pekerja Oh 0.050 36,000.00 1,800.00

Tukang Kayu Oh 0.050 47,500.00 2,375.00

Kepala Tukang Oh 0.005 45,000.00 225.00

Mandor Oh 0.003 40,000.00 120.00 Sub Total 8,186.67

A. Pasang Genteng Bubung Palentong (m¹)

M3

B. Pasang Atap Genteng Beton (m²)

A. Pasang List Langit-langit Kayu Profil (m¹)

6.1

SNI 03-2835-2002 Bahan

Pelat Asbes tebal 6mm 1.100 32,000.00 35,200.00

Paku plafon Kg 0.010 10,000.00

Tenaga

Pekerja Oh 0.030 36,000.00 1,080.00

Tukang Kayu Oh 0.070 47,500.00 3,325.00

Kepala Tukang Oh 0.007 45,000.00 315.00

Mandor Oh 0.002 40,000.00 60.00 Sub Total 39,980.00

X PEKERJAAN PENUTUP LANTAI DAN DINDINGPek Tanah 6.11

SNI 03-2835-2002 Bahan

Pasir Urug 1.200 100,000.00 120,000.00

Tenaga

Pekerja Oh 0.300 36,000.00 10,800.00

Tukang Gali Oh 0.000 42,500.00 -

Kepala Tukang Oh 0.000 45,000.00 -

Mandor Oh 0.010 40,000.00 400.00 Sub Total 131,200.00

6.47

SNI 03-2835-2002 Bahan

Ubin Keramik 33X33 cm Bh 10.000 4,000.00 40,000.00

Semen Portland Kg 11.380 1,050.00 11,949.00

Pasir Pasang M³ 0.042 125,000.00 5,250.00

Semen Warna Kg 1.500 13,000.00 19,500.00

Tenaga

Pekerja Oh 0.620 36,000.00 22,320.00

Tukang Batu Oh 0.350 42,500.00 14,875.00

Kepala Tukang Oh 0.035 45,000.00 1,575.00

Mandor Oh 0.030 40,000.00 1,200.00 Sub Total 116,669.00

6.42

SNI 03-2835-2002 Bahan

Ubin Keramik Artistik 10X20 cm Bh 50.000 4,444.44 222,222.22

Semen Portland Kg 11.380 1,050.00 11,949.00

Pasir Pasang M³ 0.042 125,000.00 5,250.00

Semen Warna Kg 1.500 13,000.00 19,500.00

Tenaga

B. Langit-langit Asbes (m²)

A. Pekerjaan Urug Pasir Bawah Lantai (m³)

B. Pasang Lantai Keramik 33X33 cm (m²)

C. Pasang Lantai Keramik 10X20 cm (m²)

Pekerja Oh 0.620 36,000.00 22,320.00

Tukang Batu Oh 0.350 42,500.00 14,875.00

Kepala Tukang Oh 0.035 45,000.00 1,575.00

Mandor Oh 0.030 40,000.00 1,200.00 Sub Total 298,891.22

6.3

SNI 03-2835-2002 Bahan

Ubin Abu-Abu 20X20 cm Bh 26.500 3,888.89 103,055.56

Semen Portland Kg 10.400 1,050.00 10,920.00

Pasir Pasang M³ 0.014 125,000.00 1,687.50

Tenaga

Pekerja Oh 0.270 36,000.00 9,720.00

Tukang Batu Oh 0.130 42,500.00 5,525.00

Kepala Tukang Oh 0.013 45,000.00 585.00

Mandor Oh 0.014 40,000.00 540.00 Sub Total 132,033.06

6.17

SNI 03-2835-2002 Bahan

Plint Ubin 10x30 cm Bh 3.530 2,700.00 9,531.00

Semen Portland Kg 1.560 1,050.00 1,638.00

Pasir Pasang M³ 0.003 125,000.00 375.00

Tenaga

Pekerja Oh 0.060 36,000.00 2,160.00

Tukang Batu Oh 0.030 42,500.00 1,275.00

Kepala Tukang Oh 0.003 45,000.00 135.00

Mandor Oh 0.003 40,000.00 120.00 Sub Total 15,234.00

XI PEKERJAAN KUNCI DAN KACA6.2 A. Pasang Kunci Tanam Biasa (Bh)

SNI 03-2835-2002 Bahan

Kunci Tanam Biasa Bh 1.000 25,000.00 25,000.00

Tenaga

Pekerja Oh 0.010 36,000.00 360.00

Tukang Kayu Oh 0.500 47,500.00 23,750.00

Kepala Tukang Oh 0.010 45,000.00 450.00

Mandor Oh 0.005 40,000.00 200.00 Sub Total 49,760.00

6.5 B. Pasang Engsel pintu (Bh)

SNI 03-2835-2002 Bahan

D. Pasang Lantai Ubin Pc Abu-Abu 20X20 cm (m²)

E. Pasang plint ubin pc abu-abu ukuran 10x30 cm (m²)

Engsel Pintu Bh 1.000 8,000.00 8,000.00

Tenaga

Pekerja Oh 0.005 36,000.00 180.00

Tukang Kayu Oh 0.500 47,500.00 23,750.00

Kepala Tukang Oh 0.005 45,000.00 225.00

Mandor Oh 0.000 40,000.00 10.00 Sub Total 32,165.00

6.6 C. Pasang Engsel Jendela Kupu-kupu (Bh)

SNI 03-2835-2002 Bahan

Engsel Jendela Bh 1.000 7,000.00 7,000.00

Tenaga

Pekerja Oh 0.010 36,000.00 360.00

Tukang Kayu Oh 0.100 47,500.00 4,750.00

Kepala Tukang Oh 0.010 45,000.00 450.00

Mandor Oh 0.001 40,000.00 20.00 Sub Total 12,580.00

6.12 D. Pasang Pegangan Pintu/Door holder (Bh)

SNI 03-2835-2002 Bahan

Door holder Bh 1.000 5,000.00 5,000.00

Tenaga

Pekerja Oh 0.050 36,000.00 1,800.00

Tukang Kayu Oh 0.500 47,500.00 23,750.00

Kepala Tukang Oh 0.050 45,000.00 2,250.00

Mandor Oh 0.003 40,000.00 100.00 Sub Total 32,900.00

6.16

SNI 03-2835-2002 Bahan

Kaca tebal 3 mm M² 1.100 50,000.00 55,000.00

Tenaga

Pekerja Oh 0.015 36,000.00 -

Tukang Kayu Oh 0.150 47,500.00 -

Kepala Tukang Oh 0.015 45,000.00 -

Mandor Oh 0.001 40,000.00 - Sub Total 55,000.00

6.23

SNI 03-2835-2002 Bahan

Kaca Wireglass 5 mm M² 1.100 90,000.00 99,000.00

Tenaga

Pekerja Oh 0.015 36,000.00 540.00

Tukang Kayu Oh 0.150 47,500.00 7,125.00

E. Pasang Kaca tebal 3 mm (m²)

F. Pasang Kaca wireglass tebal 5 mm (m²)

Kepala Tukang Oh 0.015 45,000.00 675.00

Mandor Oh 0.001 40,000.00 30.00 Sub Total 107,370.00

XII PEKERJAAN PENGECATANALS

Bahan

Cat Meni Kg 0.200 18,000.00 3,600.00

Kertas Gosok Lbr 0.400 3,000.00 1,200.00

Plamir Kg 0.150 18,000.00 2,700.00

Cat dasar Kg 0.170 20,000.00 3,400.00

Cat penutup 2 kali Kg 0.260 38,000.00 9,880.00

Minyak Cat Ltr 0.150 12,000.00 1,800.00

Kuas 3" Bh 0.050 10,000.00 500.00

Tenaga

Pekerja Oh 0.070 36,000.00 2,520.00

Tukang Cat Oh 0.009 42,500.00 382.50

Kepala Tukang Oh 0.006 45,000.00 270.00

Mandor Oh 0.003 40,000.00 100.00

Sub Total 26,352.50

ALS

Bahan

Plamir Kg 0.100 12,000.00 1,200.00

Kertas gosok LBR 1.000 3,000.00 3,000.00

Cat Dasar Kg 0.100 35,000.00 3,500.00

Cat Penutup 2x Kg 0.260 60,000.00 15,600.00

Tenaga

Pekerja Oh 0.020 36,000.00 720.00

Tukang Cat Oh 0.063 42,500.00 2,677.50

Kepala Tukang Oh 0.006 45,000.00 270.00

Mandor Oh 0.003 40,000.00 100.00

Sub Total 27,067.50

XIII PEKERJAAN INSTALASI LISTRIKALS A. Penyambungan Listrik PLN 2400 watt (LS)

Penyambungan PLN LS 1.000 2,000,000.00 2,000,000.00 ALS B. Pemasangan Lampu SL 25 Watt (Bh)

Lampu SL 25 Watt Bh 1.000 30,000.00 30,000.00 ALS C. Pemasangan Sekering Group (Bh)

Sekering Group Bh 1.000 17,500.00 17,500.00

A. Pengecatan Kayu (m²)

B. Pengecatan Tembok Baru (m²)

ALS D. Pemasangan Stop Kontak (Bh)

Stop kontak Bh 1.000 12,500.00 12,500.00 ALS E. Pemasangan Sakelar Tunggal (Bh)

Sakelar Tunggal Bh 1.000 17,500.00 17,500.00 ALS F. Pemasangan Sakelar Ganda (Bh)

Sakelar Ganda Bh 1.000 12,500.00 12,500.00

XIV PEKERJAAN SANITASI6.2 A. Memasang Kloset Jongkok Porselen (Bh)

SNI 03-2835-2002 Bahan

Kloset Jongkok Porselen Bh 1.000 90,000.00 90,000.00

Semen Portland Kg 6.000 1,050.00 6,300.00

Pasir Pasang 0.010 125,000.00 1,250.00

Tenaga

Pekerja Oh 1.000 36,000.00 36,000.00

Tukang Batu Oh 1.500 42,500.00 63,750.00

Kepala Tukang Oh 1.500 45,000.00 67,500.00

Mandor Oh 0.160 40,000.00 6,400.00

Sub Total 271,200.00 6.8

SNI 03-2835-2002 Bahan

Batu Bata Bh 250.000 500.00 125,000.00

Semen Portland Kg 120.000 1,050.00 126,000.00

Pasir Pasang 0.300 125,000.00 37,500.00

Porselen (11x11) Cm Bh 360.000 2,500.00 900,000.00

Semen Nat Kg 6.000 13,000.00 78,000.00

Tenaga

Pekerja Oh 6.000 36,000.00 216,000.00

Tukang Batu Oh 3.000 42,500.00 127,500.00

Kepala Tukang Oh 0.300 45,000.00 13,500.00

Mandor Oh 0.300 40,000.00 12,000.00

Sub Total 1,635,500.00 6.35

SNI 03-2835-2002 Bahan

Kran Air bh 1.000 15,000.00 15,000.00

Sealm Tape Bh 0.500 1,000.00 500.00

Tenaga

Pekerja Oh 0.010 36,000.00 360.00

Tukang Batu Oh 0.100 42,500.00 4,250.00

Kepala Tukang Oh 0.010 45,000.00 450.00

M3

B. Memasang Bak Mandi Bata Bata, Vol 0.3 M³ (Bh)

M3

C. Memasang Kran Air Ø ½" atau ¾" (Bh)

Mandor Oh 0.005 40,000.00 200.00

Sub Total 20,760.00 6.27

SNI 03-2835-2002 Bahan

Pipa PVC m¹ 1.200 6,250.00 7,500.00

Perlengkapan 35 % harga pipa 0.350 7,500.00 2,625.00

Tenaga

Pekerja Oh 0.081 36,000.00 2,916.00

Tukang Batu Oh 0.135 42,500.00 5,737.50

Kepala Tukang Oh 0.014 45,000.00 607.50

Mandor Oh 0.004 40,000.00 164.00

Sub Total 19,550.00 6.32

SNI 03-2835-2002 Bahan

Pipa PVC m¹ 1.200 21,250.00 25,500.00

Perlengkapan 35 % harga pipa 0.350 25,500.00 8,925.00

Tenaga

Pekerja Oh 0.081 36,000.00 2,916.00

Tukang Batu Oh 0.135 42,500.00 5,737.50

Kepala Tukang Oh 0.014 45,000.00 607.50

Mandor Oh 0.004 40,000.00 164.00

Sub Total 43,850.00 6.17 F. Memasang Bak kontrol Pas Batu Bata 45X45 cm (Bh)

SNI 03-2835-2002 Bahan

Batu Bata 0.250 500.00 125.00

Semen Portland Kg 77.000 1,050.00 80,850.00

Pasir Pasang 0.130 125,000.00 16,250.00

Batu Kerikil 0.020 125,000.00 2,500.00

Besi Beton Kg 2.600 10,000.00 26,000.00

Pasir Beton 0.090 125,000.00 11,250.00

Tenaga

Pekerja Oh 1.420 36,000.00 51,120.00

Tukang Batu Oh 0.473 42,500.00 20,102.50

Kepala Tukang Oh 0.047 45,000.00 2,115.00

Mandor Oh 0.071 40,000.00 2,840.00

Sub Total 213,152.50

D. Memasang pipa PVC tipe AW Ø 1" (m¹)

E. Memasang pipa PVC tipe AW Ø 4" (m¹)

M3

M3

M3

M3

Rencanana Anggaran Biaya

Pekerjaan :Lokasi :Tahun :

No Jenis Pekerjaan Satuan Volume Total Harga (Rp)

A PEKERJAAN PERSIAPAN 42,188,844.26

1 Pembersihan Lahan m² 308.120 5,600.00 1,725,472.00

2 Pemasangan Pagar Sementara dari Kayu tinggi 2 m m¹ 72.740 188,715.00 13,727,129.10

3 Memasang Bouwplank m¹ 38.000 54,391.66 2,066,883.16

4 Memasang Papan Nama Proyek 80x120 cm Bh 1.000 392,960.00 392,960.00

5 Membuat direksi keet & Gudang Sementara m² 24.000 751,100.00 18,026,400.00

6 Listrik dan Air Kerja Ls 1.000 2,000,000.00 2,000,000.00

7 Mob & Demob Alat Ls 1.000 2,000,000.00 2,000,000.00

8 Tes Material Baja dan Beton Ls 1.000 1,500,000.00 1,500,000.00

9 Rambu - rambu lalu lintas dan keselamatan Kerja Ls 1.000 750,000.00 750,000.00

B PEKERJAAN TANAH 1,383,800.98

1 Galian Tanah Biasa sedalam 1 m m³ 52.788 16,000.00 844,608.00

2 Urugan Kembali m³ 13.197 7,672.00 101,247.38

3 Urugan Pasir Bawah Pondasi m³ 3.338 131,200.00 437,945.60

C PEKERJAAN PONDASI 11,049,725.50

1 Pasangan Pondasi Batu Kali 1 Pc: 5 Ps m³ 28.369 389,500.00 11,049,725.50

D PEKERJAAN DINDING 19,048,884.73

1 Pasangan Tembok ½ Bata 1Pc:4Ps (Trasraam) m² 28.947 69,270.00 2,005,158.69

2 Pasangan Tembok ½ Bata 1Pc:3Kp:10Ps m² 268.532 63,470.00 17,043,726.04

E PEKERJAAN PLESTERAN DINDING 8,367,995.23

1 Plesteran Dinding 1Pc:3Ps tebal 20 mm m² 29.782 33,490.00 997,399.18

2 Plesteran Dinding 1Pc:3Kp:10Ps tebal 15 mm m² 396.226 18,602.00 7,370,596.05

F PEKERJAAN KAYU 108,056,777.50

1 Pasang Kusen Pintu dan Jendela Kayu Jati m³ 1.123 17,768,000.00 19,953,464.00

Harga Satuan (Rp)

Jumlah Harga (Rp)

2 Pasang Pintu Panel Kayu Jati m² 25.554 888,000.00 22,691,952.00

3 Pasang Nook, Gording, Murplat, Nook Kayu Bengkirai m³ 1.327 9,864,000.00 13,089,528.00

4 Pasang Usuk+Reng Genteng Beton Kayu Bengkirai m² 226.307 129,500.00 29,306,756.50

5 Pasang Listplank, Reuter 2X (2X20) cm, kayu bengkirai m³ 0.355 99,400.00 35,287.00

6 Pasang Rangka Langit-langit 1X1 m Kayu Borneo 184.725 124,400.00 22,979,790.00

G PEKERJAAN BETON 38,397,507.97

1 Membuat sloof Beton Bertulang (200Kg besi+bekisting) m³ 3.338 3,862,720.00 12,893,759.36

2 Membuat Kolom Beton Bertulang (300Kg besi+bekisting) m³ 3.229 7,700,025.00 24,863,380.73

3 Membuat Ring Balok (200Kg besi+bekisting) m³ 3.338 74,280.00 247,946.64

4 Membuat Kuda-Kuda Beton (200Kg besi+bekisting) m³ 5.283 74,280.00 392,421.24

H PEKERJAAN PENUTUP ATAP 21,128,039.20

1 Pasang Genteng Kerpus m¹ 59.800 74,780.00 4,471,844.00

2 Pasang Genteng Beton m² 226.307 73,600.00 16,656,195.20

I PEKERJAAN PLAFON 8,543,718.83

1 Pasang List Plafon Kayu Profil m¹ 141.500 8,186.67 1,158,413.33

2 Langit-langit Asbes m² 184.725 39,980.00 7,385,305.50

J PEKERJAAN PENUTUP LANTAI DAN DINDING 17,826,360.17

1 Pekerjaan Urug Pasir Bawah Lantai m³ 12.150 131,200.00 1,594,080.00

2 Pasang Lantai Keramik 33X33 cm m² 123.615 116,669.00 14,422,038.43

3 Pasang Lantai Keramik 10X20 cm m² 5.250 298,891.22 1,569,178.92

4 Pasang plint ubin pc abu-abu ukuran 10x30 cm m² 15.824 15,234.00 241,062.82

K PEKERJAAN KUNCI DAN KACA 3,507,563.00

1 Pasang Kunci Tanam Biasa Bh 8.000 49,760.00 398,080.00

2 Pasang Engsel pintu Bh 38.000 32,165.00 1,222,270.00

3 Pasang Engsel Jendela Bh 4.000 12,580.00 50,320.00

4 Pasang Pegangan Pintu/Door holder Bh 17.000 32,900.00 559,300.00

5 Pasang Kaca tebal 3 mm m² 21.472 55,000.00 1,180,960.00

6 Pasang Kaca wireglass tebal 5 mm m² 0.900 107,370.00 96,633.00

L PEKERJAAN PENGECATAN 17,811,632.99

1 Pengecatan Kayu m² 254.586 26,352.50 6,708,977.57

2 Pengecatan Tembok Baru m² 410.184 27,067.50 11,102,655.42

M PEKERJAAN INSTALASI LISTRIK 2,970,000.00

1 Penyambungan Listrik PLN 2400 watt LS 1.000 2,000,000.00 2,000,000.00

2 Pemasangan Lampu SL 25 Watt Bh 14.000 30,000.00 420,000.00

3 Pemasangan Sekering Group Bh 1.000 17,500.00 17,500.00

4 Pemasangan Stop Kontak Bh 9.000 12,500.00 112,500.00

5 Pemasangan Sakelar Tunggal Bh 14.000 17,500.00 245,000.00

6 Pemasangan Sakelar Ganda Bh 14.000 12,500.00 175,000.00

N PEKERJAAN SANITASI 7,870,599.50

1 Memasang Kloset Jongkok Porselen Bh 2.000 271,200.00 542,400.00

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

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 BatangSource : www.ilmutekniksipil.com

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

Progress Bulanan 0 3.423 7.070 11.913 18.076 28.019 39.881 52.672

Bulan

Agustus Sep Okt Nov Des

5.844 5.844 5.844

3.115 3.115

2.285 2.285

1.386 1.386

1.928 1.928 1.928

1.138

1.927 1.927 1.927

0.964

1.277 1.277

12.631 14.560 11.801 5.132 3.204

65.303 79.863 91.664 96.796 100.000