excel

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PEKERJAAN PONDASI FOOTPLAT GAMBAR KERJA NAMA PEKERJAAN VOLUME PEKERJ galian pondasi P L T 2.70 x 2.50 x 1.55 x Lantai Kerja Pondasi Tepi 5 cm 2.70 x 2.50 x 0.05 x Pondasi Foot Plat tepi 2.70 x 2.50 x 0.28 x Kolom pendek pondasi tepi 0.60 x 0.40 x 1.10 x Urugan Tanah bekas galian pondasi te Galian L.kerja Pondasi 125.55 - 4.05 - 22.28 - 2.70 1.55 0 .05 2.70 LANTAIKERJA TEBAL 5 cm TANAH URUG KOLOM 40 cm X 60 cm D 19-100 2.70 0.40 1.50 0.15 TANAH URUG KOLOM 40 cm X 60 cm D 19-100 2.70 0.40 1.50 0.15 6 D 25 60.00 40 .0 0 K olom pendek 40/60 TANAH URUG KOLOM 40 cm X 60 cm D 19-100 2.70 0.40 1.50 0.15

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Page 1: Excel

PEKERJAAN PONDASI FOOTPLAT

GAMBAR KERJA NAMA PEKERJAAN VOLUME PEKERJAAN

galian pondasi P L T J2.70 x 2.50 x 1.55 x 12 = 125.55 m³

Lantai Kerja Pondasi Tepi 5 cm 2.70 x 2.50 x 0.05 x 12 = 4.05 m³

Pondasi Foot Plat tepi 2.70 x 2.50 x 0.28 x 12 = 22.28 m³

Kolom pendek pondasi tepi 0.60 x 0.40 x 1.10 x 12 = 3.17 m³

Urugan Tanah bekas galian pondasi tepi Galian L.kerja Pondasi K.pndek125.55 - 4.05 - 22.28 - 3.17 = 96.06 m³

2.70

1.5

5

0.05

2.70

LANTAI KERJ A TEBAL 5 cm

TANAH URUG

KOLOM 40 cm X 60 cm

D19-100

2.70

0.4

0

1.5

0

0.1

5

TANAH URUG

KOLOM 40 cm X 60 cm

D19-100

2.70

0.4

0

1.5

0

0.1

5

6 D 25

60.00

40.00

Kolom pendek 40/60

TANAH URUG

KOLOM 40 cm X 60 cm

D19-100

2.70

0.4

0

1.5

0

0.1

5

Page 2: Excel

HARGA BAHAN DAN UPAHSURABAYA

URAIAN SATUANHARGA

Terendah TertinggiUPAH TENAGA KERJAMandor Orang/hari Rp 40,000.00 Rp 45,000.00

Kepala Tukang Gali Tanah

Orang/hari

Rp 40,000.00 Rp 42,000.00 Kepala Tukang Batu Rp 40,000.00 Rp 42,000.00 Kepala Tukang Besi Rp 40,000.00 Rp 42,000.00 Kepala Tukang Kayu Rp 40,000.00 Rp 45,000.00 Kepala Tukang Pipa Rp 40,000.00 Rp 42,000.00 Kepala Tukang Listrik Rp 40,000.00 Rp 42,000.00 Kepala Tukang Cat Rp 40,000.00 Rp 42,000.00 Kepala Tukang Las ……… ………

Tukang Batu

Orang/hari

Rp 35,000.00 Rp 36,750.00 Tukang Besi Rp 35,000.00 Rp 36,750.00 Tukang Kayu Rp 35,000.00 Rp 36,750.00 Tukang Pipa Rp 35,000.00 Rp 36,750.00 Tukang Cat Rp 32,500.00 Rp 34,125.00 Tukang Plitur Rp 40,000.00 Rp 42,000.00 Tukang Listrik Rp 35,000.00 Rp 36,750.00 Tukang Las ……… ………

PekerjaOrang/hari

Rp 25,000.00 Rp 26,250.00 Penjaga Malam Rp 25,000.00 Rp 26,250.00

HARGA BAHAN BANGUNAN

lembar

Rp 5,500.00 Rp 5,700.00 Rp 22,500.00 Rp 23,000.00 Rp 14,000.00 Rp 14,300.00 Rp 27,500.00 Rp 28,100.00 Rp 30,000.00 Rp 30,600.00 Rp 50,000.00 Rp 51,000.00

Asbes Bubungan Gelombang Kecil 1 pasang Rp 35,000.00 Rp 35,700.00 Asbes Bubungan Gelombang Kecil buah Rp 1,750.00 Rp 1,750.00

Asphalt 60/70 - 150kg drum Rp 600,000.00 Rp 650,000.00

Besi Beton Polos

kg

Rp 8,500.00 Rp 8,670.00 Besi Beton Ulir Rp 11,000.00 Rp 11,220.00 Besi Beugel/dook, angker Rp 9,500.00 Rp 9,690.00 Besi Strip Rp 10,000.00 Rp 10,200.00 Tralis Besi Siku/Plat Rp 10,000.00 Rp 10,200.00 Besi Baut Rp 9,000.00 Rp 10,000.00

Bak Mandi Fiberglass buah Rp 250,000.00 Rp 255,000.00

Baja Profil WF 200-500 mmkg

Rp 14,000.00 Rp 14,300.00 Baja Profil Canal (125.50.23 - 6) mm Rp 13,000.00 Rp 13,300.00

buah

Rp 13,000.00 Rp 13,300.00 Rp 18,000.00 Rp 18,300.00 Rp 22,500.00 Rp 23,500.00

Asbes Datar (100×100) GresikAsbes Gelombang (180 × 80) GresikAsbes Gelombang (210 × 80) GresikAsbes Gelombang (240 × 80) GresikAsbes Gelombang (240 × 105) GresikAsbes Gelombang (300 × 105) Gresik

Buis Beton Ø 10 cmBuis Beton Ø 15 cmBuis Beton Ø 20 cm

Page 3: Excel

buah Rp 35,000.00 Rp 45,000.00 Rp 42,000.00 Rp 45,000.00 Rp 65,000.00 Rp 75,000.00 Rp 80,000.00 Rp 90,000.00

Buis Beton U 20 cm Rp 16,000.00 Rp 17,500.00 Buis Beton U 30 cm Rp 20,000.00 Rp 25,000.00

Beton Roster/Kerawang buah Rp 4,000.00 Rp 4,100.00

Bata Merah buah Rp 222.00

Batu Belah Gunungm³

Rp 47,500.00 Batu Belah Kali Rp 52,200.00 Batu Kali Rp 48,000.00 Batu Raen/Tampel m² Rp 60,000.00 Rp 70,000.00 Batu Apung kg Rp 9,000.00 Rp 9,200.00

Cat Meni Kayu (Merk Pedang)

kg

Rp 10,000.00 Rp 12,300.00 Cat Meni Besi (Merk Pedang) Rp 10,000.00 Rp 12,300.00 Cat Dasar Besi (Merk Emco) Rp 8,500.00 Rp 10,000.00 Cat Kilap Besi (Merk Emco) Rp 45,000.00 Rp 50,000.00 Cat Kayu (Merk Emco) Rp 36,000.00 Rp 36,800.00 Cat Kayu (Merk Avian) Rp 34,000.00 Rp 34,700.00 Cat Tembok (Merk Decholith) Rp 12,000.00 Rp 12,240.00 Cat Tembok (Merk Catylax) Rp 11,500.00 Rp 11,750.00 Cat Tembok (Merk Decholith)

galon Rp 45,000.00 Rp 50,000.00

Cat Genteng Rp 175,000.00 Rp 200,000.00

Cellak kg Rp 90,000.00 Rp 91,800.00

Cerelak kg Rp 90,000.00 Rp 91,800.00

Dolocit zak Rp 7,200.00 Rp 7,344.00

Engsel ARCHbuah

Rp 45,000.00 Rp 46,000.00 Engsel Pintu Ukuran 12 cm Rp 8,500.00 Rp 8,700.00 Engsel Jendela Ukuran 6 cm Rp 6,000.00 Rp 6,200.00

Floor Drain buah Rp 6,000.00 Rp 6,200.00

Genteng Beton

buah

Rp 2,800.00 Rp 3,000.00 Genteng Lokal Flam Rp 900.00 Rp 918.00 Genteng Lokal Karangpilang Ex. Ambulu Rp 2,250.00 Rp 2,350.00 Genteng Lokal Bubungan Ex. Ambulu Rp 6,060.00 Rp 6,250.00 Genteng Beton besar (Beton Mas) Rp 2,550.00 Rp 2,750.00 Genteng Bubungan Beton besar (Beton Mas) Rp 4,700.00 Rp 4,950.00 Genteng Lokal Karangpilang (T. Kodok) Sby Rp 2,650.00 Rp 2,703.00 Genteng Model Karangpilang (T. Kodok) Sby Rp 2,275.00 Rp 2,321.00 Genteng Model Karangpilang (T. Kodok) Sby, Abadi Rp 2,275.00 Rp 2,321.00

Genteng Bubungan, Sby, Bambe dan Abadibuah

Rp 6,000.00 Rp 6,120.00 Grendel Biasa Rp 7,000.00 Rp 7,200.00

Hak Angin Sikutanbuah

Rp 7,500.00 Rp 7,700.00 Hak Angin Kait Rp 15,000.00 Rp 15,300.00

Ijuk Pipa kg Rp 20,000.00 Rp 21,000.00

Buis Beton Ø 30 cmBuis Beton Ø 50 cmBuis Beton Ø 90 cmBuis Beton Ø 100 cm

Page 4: Excel

Kabel NYA 500 volt (1×25 mm)m

Rp 1,250.00 Rp 6,200.00 Kabel NYY (2 × 25) mm Rp 6,000.00 Rp 3,900.00 Kabel NYY (4 × 10) mm Rp 7,200.00 Rp 76,500.00

Kaca Bening 3 mm

Rp 35,000.00 Rp 40,000.00 Kaca Bening 5 mm Rp 45,000.00 Rp 50,000.00 Kaca Rayben 3 mm Rp 45,000.00 Rp 5,000.00 Kaca Rayben 5 mm Rp 55,000.00 Rp 60,000.00 Kaca Nako (kerangka+daun)

buah Rp 22,500.00 Rp 25,000.00

Glass Block Rp 17,500.00 Rp 17,900.00

Kapur Gamping/Perekatm³

Rp 300,000.00 Rp 310,000.00 Kapur Padam Rp 300,000.00 Rp 310,000.00

Kawat Bendrat kg Rp 10,000.00 Rp 10,200.00 Kawat Harmonika

m² Rp 27,500.00 Rp 28,100.00

Kawat Kasa Rp 30,000.00 Rp 30,600.00

Kayu Meranti

4/6 p = 4 m Rp 1,900,000.00 Rp 1,950,000.00

5/7 p = 4 m 8/10

Rp 2,000,000.00 Rp 2,100,000.00 8/12 6/10 6/12 Papan (Segala Ukuran) Rp 2,250,000.00 Rp 2,500,000.00

Kayu Kruing

3/5 Rp 2,200,000.00 Rp 2,244,000.00 4/6

5/7 6/12 p < 4 m

Rp 2,600,000.00 Rp 2,700,000.00 8/12 p < 4 m 8/15 p < 4 m

Kayu Bengkirai

2/3

Rp 2,850,000.00 Rp 3,000,000.00 3/5 8/12 8/15 Papan (Segala Ukuran)

Kayu Kamper

2/3

Rp 4,600,000.00 Rp 4,600,000.00

3/5 4/6 6/12 6/15 8/12 Papan (Segala Ukuran) Rp 5,600,000.00 Rp 5,712,000.00 Kayu List 1-5 cm m Rp 4,000.00 Rp 4,100.00

Kayu Tahunm³

Rp 765,000.00 Rp 1,000,000.00

Page 5: Excel

Papan Tahunm³

Rp 750,000.00 Rp 1,020,000.00

Kayu Jati

Bojonegoro Rp 12,500,000.00 Rp 13,000,000.00

Papan Bojonegoro Malang Rp 9,000,000.00 Rp 9,100,000.00 Papan Malang Rp 9,550,000.00 Rp 9,650,000.00

Madiun/Ngawi Rp 10,000,000.00 Rp 10,100,000.00

Papan Madiun/Ngawi

Kayu Sirap m² Rp 55,000.00 Rp 60,000.00 Kayu Bakar m³ Rp 250,000.00 Rp 260,000.00

Kertas Gosok lembar Rp 3,500.00 Rp 4,000.00

Ubin PC Abu-Abu

buah

Rp 800.00 Rp 850.00 Rp 1,800.00 Rp 1,850.00

Ubin PC Warna

Rp 2,400.00 Rp 2,500.00 Rp 2,400.00 Rp 2,500.00

Ubin Wafel Rp 1,050.00 Rp 1,100.00

Keramik Rp 675.00 Rp 700.00 Rp 800.00 Rp 900.00 Rp 900.00 Rp 1,000.00 Rp 1,250.00 Rp 1,300.00 Rp 3,650.00 Rp 3,750.00

Keramik Polos Rp 3,600.00 Rp 3,700.00

Keramik Motif Rp 4,250.00 Rp 4,350.00

Keramik Dinding Rp 2,500.00 Rp 2,600.00 Rp 2,500.00 Rp 2,600.00

Rp 20,000.00 Rp 25,000.00 Ubin PC Abu-Abu

Rp 15,000.00 Rp 20,000.00 Rp 27,500.00 Rp 30,000.00

Ubin PC Warna Rp 25,000.00 Rp 27,500.00

Ubin Wafel Rp 20,000.00 Rp 20,000.00

Keramik Rp 30,000.00 Rp 35,000.00

Keramik Polos Rp 40,000.00 Rp 42,500.00

Keramik Motif Rp 36,000.00 Rp 36,000.00

Keramik Dinding Rp 37,500.00 Rp 40,000.00

20 × 2030 × 30

20 × 2030 × 30

20 × 20

10 × 2015 × 1515 × 2020 × 2025 × 25

30 × 30

30 × 30

20 × 2020 × 25

Ubin PC Polos 20 × 20

20 × 2030 × 30

20 × 2030 × 30

20 × 20

20 × 20

30 × 30

40 × 40

20 × 25

Page 6: Excel

Vinyl

Rp 55,000.00 Rp 60,000.00

Kunci Tanam 808

buah

Rp 13,000.00 Rp 13,300.00 Kunci Tanam Besar (Merk Kuda Terbang) Silinder Rp 81,000.00 Rp 82,700.00 Kunci Tanam Antik Rp 170,000.00 Rp 173,400.00 Kunci Tanam KM/WC Rp 45,000.00 Rp 46,000.00

Kuas buah Rp 6,000.00 Rp 6,300.00

Kloset Jongkok Porselenbuah

Rp 95,000.00 Rp 96,900.00 Kloset Jongkok Taraso Rp 45,000.00 Rp 45,900.00 Kloset Duduk Rp 800,000.00 Rp 816,000.00

Kran Air Ø ½"buah

Rp 35,000.00 Rp 35,700.00 Kran Air Ø ¾" Rp 35,000.00 Rp 35,700.00

Lem (Merk Rajawali) kg Rp 6,500.00 Rp 8,500.00 Lem Kayu kg Rp 38,000.00 Rp 38,800.00

Lampu Pijar 25 wattbuah

Rp 5,000.00 Rp 5,100.00 Rp 75,000.00 Rp 76,500.00

Lampu Pijar 2 × 20 watt Rp 90,000.00 Rp 91,800.00

Vitting Lampu buah Rp 15,900.00 Rp 16,300.00

Minyak Cat Afduner liter Rp 8,000.00 Rp 8,500.00

Paku Kayu Ukuran 2", 3", 4"kg

Rp 9,000.00 Rp 9,200.00 Paku Kayu Ukuran 1", 11½" Rp 9,000.00 Rp 9,200.00 Paku Payung Rp 12,000.00 Rp 12,300.00 Paku Sekrup Segala Ukuran buah Rp 300.00 Rp 350.00 Paku Kait buah/kg Rp 1,200.00 Rp 1,300.00

Pasir Urugm³

Rp 30,000.00 Pasir Pasang Rp 36,000.00 Pasir Cor Rp 36,000.00

Pasang Titik Lampu + Instalasi Titik Rp 65,000.00 Rp 65,000.00

Pintu Besi (Harmonika)m²

Rp 1,600,000.00 Rp 1,632,000.00 Pintu Gulung (Rolling Door) Rp 650,000.00 Rp 663,000.00

Paving Block m² Rp 25,000.00 Rp 30,000.00

Pipa PVC Ø ½" - 4 m

m

Rp 6,000.00 Rp 6,200.00 Pipa PVC Ø ¾" - 4 m Rp 7,000.00 Rp 7,200.00 Pipa PVC Ø 3" - 4 m Rp 15,000.00 Rp 15,300.00 Pipa PVC Ø 4" - 4 m Rp 20,000.00 Rp 20,400.00

Pipa Air GI ½" - 6mbuah

Rp 22,500.00 Rp 23,000.00 Pipa Air GI ¾" - 6m Rp 25,500.00 Rp 27,000.00 Pipa Air GI 3" - 6m Rp 300,000.00

Pipa Galvanis 1½"m

Rp 39,000.00 Rp 39,800.00 Pipa Galvanis 1" Rp 27,900.00 Rp 28,500.00

Lampu TL 1 × 20 watt

Page 7: Excel

Pipa Galvanis 3"m

Rp 105,000.00 Rp 107,100.00

Plamir Dindingkg

Rp 5,000.00 Rp 7,500.00 Plamir Kayu (Merk Pedang) Rp 10,000.00 Rp 13,300.00 Plamir Besi Rp 25,000.00 Rp 30,000.00

Plitur liter Rp 18,000.00 Rp 18,400.00

Portland Cement (PC) 40 kg Semen Gresikzak

Rp 28,000.00 Rp 30,000.00 Portland Cement (PC) 50 kg Semen Gresik Rp 32,500.00 Rp 35,000.00 Portland Cement (PC) 40 kg Indocement Rp 24,500.00 Rp 25,000.00 Portland Cement (PC) 40 kg Semen Gresik

kg

Rp 975.00 Rp 995.00 Portland Cement (PC) 50 kg Semen Gresik Rp 975.00 Rp 995.00 Portland Cement (PC) Putih Semen Gresik Rp 1,400.00 Rp 1,425.00 Semen Warna Rp 4,500.00 Rp 4,590.00 Semen Merah m³ Rp 75,000.00 Rp 85,000.00

Riool buah Rp 50,000.00 Rp 55,000.00

Sabun buah Rp 11,000.00 Rp 11,300.00

Saklar Tunggal buah Rp 37,500.00 Rp 38,500.00 Saklar Ganda buah Rp 42,500.00 Rp 43,500.00

Sekering Kas 1 Group MCBunit

Rp 100,000.00 Rp 100,000.00 Sekering Kas 2 Group MCB Rp 125,000.00 Rp 125,000.00 Sekering Kas 3 Group MCB Rp 175,000.00 Rp 175,000.00

Seng Gelombang Kecil (240 × 90) cm

lembar

Rp 33,000.00 Rp 33,700.00 Seng Gelombang Kecil (300 × 80) cm Rp 90,000.00 Rp 91,800.00 Seng Gelombang Kecil (300 × 90) cm Rp 42,500.00 Rp 43,400.00 Seng Gelombang Alumunium (600 × 800) cm

Seng Plat BJLS 30 Ukuran 40

m

Rp 30,000.00 Rp 31,000.00

Seng Plat BJLS 30 Ukuran 50 Rp 24,000.00 Rp 25,000.00 Seng Plat BJLS 30 Ukuran 60 Rp 35,000.00 Rp 35,700.00 Seng Plat BJLS 30 Ukuran 70 Rp 37,500.00 Rp 38,500.00 Seng Plat BJLS 30 Ukuran 90 Rp 40,000.00 Rp 41,000.00

Sirtu m³ Rp 145,000.00 Rp 147,900.00

Soda Api kg Rp 10,000.00 Rp 10,200.00

Spirtus liter Rp 12,500.00 Rp 14,000.00

Stop Kontak buah Rp 30,000.00 Rp 30,600.00

Tanah Urugm³

Rp 75,000.00 Rp 76,500.00 Tanah Urug Katel (Taman) Rp 85,000.00 Rp 86,700.00

Tenslah Pecah Tangan 1/2 cm

Rp 135,000.00 Tenslah Pecah Tangan 2/3 cm Rp 120,000.00 Rp 135,000.00 Tenslah Pecah Tangan 3/5 cm Rp 110,000.00 Rp 120,000.00 Tenslah Pecah Tangan (4/6 - 5/7) cm Rp 110,000.00 Rp 120,000.00 Tenslah Pecah Mesin 1/1 cm Rp 145,000.00 Rp 160,000.00

Page 8: Excel

Tenslah Pecah Mesin 1/2 cm

Rp 130,000.00 Rp 145,000.00 Tenslah Pecah Mesin 2/3 cm Rp 120,000.00 Rp 135,000.00

Teakwood (120 × 240) lembar Rp 75,000.00 Rp 76,500.00

Teak Oilliter

Rp 30,000.00 Rp 30,600.00 Tinner Rp 15,000.00 Rp 20,000.00

Teer/Residu kg Rp 7,500.00 Rp 8,000.00

Urinoir buah Rp 75,000.00 Rp 76,500.00

Wastafel buah Rp 350,000.00 Rp 357,000.00

Page 9: Excel

ANALISA HARGA SATUAN PEKERJAAN

NO uraian harga satuan harga pekerjaan1 1 m² Galian tanah pondasi

Upah 0.025 Oh Mandor @ Rp 42,500.00 Rp 1,062.50

0.750 Oh Pekerja @ Rp 30,000.00 Rp 22,500.00

Jml /m³ = Rp 23,562.50

2 1 m² Lantai Kerja Beton Tumbuk 1 PC : 3 PS : 5 KR t = 5 cm

Bahan

173.000 kg Semen PC @ Rp 1,024.80 Rp 177,290.40

0.570 m³ Pasir beton @ Rp 130,000.00 Rp 74,100.00

0.870 m³ Steinslag pecah tangan 2/3 @ Rp 140,000.00 Rp 121,800.00

Upah

0.080 Oh Mandor @ Rp 42,500.00 Rp 3,400.00

0.025 Oh Kepala tukang batu @ Rp 40,000.00 Rp 1,000.00

0.250 Oh Tukang batu @ Rp 37,500.00 Rp 9,375.00

1.650 Oh Pekerja @ Rp 30,000.00 Rp 49,500.00

Jml /m³ = Rp 436,465.40

3 1 m³ Pondasi Beton Bertulang ( 150 kg besi + bekisting )

Bahan

0.200 m³ Balok Meranti @ Rp 784,000.00 Rp 156,800.00

1.500 kg Paku segala ukuran @ Rp 9,800.00 Rp 14,700.00

0.400 ltr Minyak bekisting @ Rp 10,000.00 Rp 4,000.00

150.000 kg Besi beton @ Rp 3,635.18 Rp 545,277.00

2.250 kg Kawat beton @ Rp 11,200.00 Rp 25,200.00

323.000 kg Semen PC @ Rp 1,024.80 Rp 331,010.40

0.520 m³ Pasir beton @ Rp 130,000.00 Rp 67,600.00

0.780 m³ Steinslag pecah mesin 2/3 @ Rp 140,000.00 Rp 109,200.00

Upah

0.165 Oh Mandor @ Rp 42,500.00 Rp 7,012.50

0.245 Oh Kepala tukang batu @ Rp 40,000.00 Rp 9,800.00

0.350 Oh Tukang batu @ Rp 37,500.00 Rp 13,125.00

1.040 Oh Tukang kayu @ Rp 37,500.00 Rp 39,000.00

1.050 Oh Tukang besi @ Rp 37,500.00 Rp 39,375.00

3.900 Oh Pekerja @ Rp 30,000.00 Rp 117,000.00

Jml /m³ = Rp 1,479,099.90

4 1 m³ Kolom Beton Bertulang ( 200 kg besi + bekisting )

Bahan0.4 m³ Papan Meranti ( 3 x 20 ) cm @ Rp 18,700.00 Rp 7,480.00

4 kg Paku segala ukuran @ Rp 9,800.00 Rp 39,200.00

2 ltr Minyak bekisting @ Rp 10,000.00 Rp 20,000.00

0.15 m³ Balok Meranti @ Rp 784,000.00 Rp 117,600.00

3.5 lbr Multiplex t = 9 mm @ Rp 100,800.00 Rp 352,800.00

20 btg Dolken Ø 8 - 10 / 4m @ Rp 20,000.00 Rp 400,000.00

150 kg Besi beton D 16 @ Rp 3,635.18 Rp 545,277.00

4.5 kg Kawat beton @ Rp 11,200.00 Rp 50,400.00

323 kg Semen PC @ Rp 1,024.80 Rp 331,010.40

0.52 m³ Pasir beton @ Rp 130,000.00 Rp 67,600.00

0.78 m³ Steinslag pecah mesin 2/3 @ Rp 140,000.00 Rp 109,200.00

Upah0.25 Oh Mandor @ Rp 42,500.00 Rp 10,625.00

0.57 Oh Kepala tukang batu @ Rp 40,000.00 Rp 22,800.00

0.35 Oh Tukang batu @ Rp 37,500.00 Rp 13,125.00

3.3 Oh Tukang kayu @ Rp 37,500.00 Rp 123,750.00

2.1 Oh Tukang besi @ Rp 37,500.00 Rp 78,750.00

7.3 Oh Pekerja @ Rp 30,000.00 Rp 219,000.00

Jml /m³ = Rp 2,508,617.40

5 Urugan kembali ( per m3 )Upah 0.0019 Oh Mandor @ Rp 42,500.00 Rp 80.75

0.192 Oh Pekerja @ Rp 30,000.00 Rp 5,760.00

Jml /m³ = Rp 5,840.75

Page 10: Excel

ANALISA JUMLAH BAHAN

Pekerjaan Uraian Kebutuhan per m3 Volume (m3) Jumlah Kebutuhan Bahan Durasi Kebutuhan/ hari Harga Satuan

Lantai Kerja Beton Tumbuk 1 PC : 3 PS : 5 KR t = 5 cm 173 kg Semen PC 0.014.05

700.65 kg = 14.01 zak = 15 zak 1 15.00 zak Rp 51,240.00 0.57 m³ Pasir beton 1.75 2.31 m³ = 3693.60 kg = 4 ton = 6.5 ton 1 6.50 ton Rp 81,250.00 0.87 m³ Steinslag pecah tangan 2/3 1.15 3.52 m³ = 5 m³ 1 5.00 m³ Rp 140,000.00

1 m³ Pondasi Beton Bertulang ( 150 kg besi + bekisting ) 0.2 m³ Balok Meranti 5/7 5.00

22.28

4.46 m³ = 63.64 lonjor = 64 lonjor 7 9.14 lonjor Rp 10,900.00 1.5 kg Paku segala ukuran 0.67 33.41 kg = 34 kg 7 4.86 kg Rp 9,800.00 0.4 ltr Minyak bekisting 2.50 8.91 ltr = 9 liter 7 1.29 liter Rp 10,000.00 150 kg Besi beton d 16 0.01 3341.25 kg = 80.06 m' = 7 lonjor = 7 lonjor 7 1.00 lonjor Rp 105,752.00

2.25 kg Kawat beton 0.44 50.12 kg = 55 kg 7 7.86 kg Rp 11,200.00 323 kg Semen PC 0.00 7194.83 kg = 143.90 zak = 145 zak 7 20.71 zak Rp 51,240.00

0.52 m³ Pasir beton 1.92 11.58 m³ = 18532.80 kg = 19 ton = 30 ton 7 4.29 ton Rp 81,250.00 0.78 m³ Steinslag pecah mesin 2/3 1.28 17.37 m³ = 20 m³ 7 2.86 m³ Rp 140,000.00

1 m³ Kolom Beton Bertulang ( 200 kg besi + bekisting ) 0.4 m³ Papan Meranti ( 3 x 20 ) cm 2.50

3.17

1.27 m³ = 36.21 batang = 37 batang 4 9.25 batang Rp 18,700.00 4 kg Paku segala ukuran 0.25 12.67 kg = 13 kg 4 3.25 kg Rp 9,800.00 2 ltr Minyak bekisting 0.50 6.34 ltr = 6.5 liter 4 1.63 liter Rp 10,000.00

0.15 m³ Balok Meranti 6.67 0.48 m³ = 6.79 lonjor = 7 lonjor 4 1.75 lonjor Rp 10,900.00 3.5 lbr Multiplex t = 9 mm 0.29 11.09 lbr = 12 lembar 4 3.00 lembar Rp 100,800.00 20 btg Dolken Ø 8 - 10 / 4m 0.05 63.36 btg = 65 batang 4 16.25 batang Rp 20,000.00

150 kg Besi beton d 16 0.01 475.20 kg = 11.39 m' = 1 lonjor = 1 lonjor 4 0.25 lonjor Rp 105,752.00 4.5 kg Kawat beton 0.22 14.26 kg = 10 kg 4 2.50 kg Rp 11,200.00 323 kg Semen PC 0.00 1023.26 kg = 20.47 zak = 20 zak 4 5.00 zak Rp 51,240.00

0.52 m³ Pasir beton 1.92 1.65 m³ = 2635.78 kg = 3 ton = 4 ton 4 1.00 ton Rp 81,250.00 0.78 m³ Steinslag pecah mesin 2/3 1.28 2.47 m³ = 2.5 m³ 4 0.63 m³ Rp 140,000.00

Page 11: Excel

RENCANA ANGGARAN BANGUNAN

No. Jenis Pekerjaan Volume Harga Jumlah Bobot

Satuan Harga %

galian pondasi 125.55 Rp 23,562.50 Rp 2,958,271.88 6.41

lantai kerja 4.05 Rp 436,465.40 Rp 1,767,684.87 3.83

pondasi footplat 22.28 Rp 1,479,099.90 Rp 32,946,950.27 71.34

kolom pendek 3.17 Rp 2,508,617.40 Rp 7,947,299.92 17.21

urugan tanah kembali bekas galian 96.06 Rp 5,840.75 Rp 561,044.92 1.21

total Rp 46,181,251.86 100.00

Page 12: Excel

TIME SCHEDULE

Jenis Pekerjaan Jumlah BOBOT

MHari

Harga (%) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20Pekerjaan Pondasi

1 Galian pondasi 2,958,271.88 6.406 0.915 0.915 0.915 0.915 0.915 0.915 0.9155 Lantai Kerja 1,767,684.87 3.828 3.8286 Pondasi Foot Plat 32,946,950.27 71.343 10.192 10.192 10.192 10.192 10.192 10.192 10.1926 Kolom pendek pondasi tepi 7,947,299.92 17.209 4.302 4.302 4.302 4.3028 Urugan Tanah kembali bekas galian 561,044.92 1.215 0.607

JUMLAH PERSENTASE 46,181,251.86 100.000JUMLAH BOBOT 0.915 0.915 0.915 0.915 0.915 0.915 0.915 3.828 10.192 10.192 10.192 10.192 10.192 10.192 10.192 4.302 4.302 4.302 4.302 0.607

JUMLAH BOBOT KOMULATIF 0.00 0.915 1.830 2.745 3.660 4.576 5.491 6.406 10.233 20.425 30.617 40.809 51.001 61.193 71.384 81.576 85.878 90.181 94.483 98.785 99.393

Page 13: Excel

TIME SCHEDULE

Hari21

0.607

0.607100.000

Page 14: Excel

TIME SCHEDULE

No. Jenis Pekerjaan Jumlah BOBOT

MHari

Harga (%) 1 2 3 4 5 6 7Pekerjaan Pondasi

1 Galian pondasi 2,958,271.88 6.406 0.915 0.915 0.915 0.915 0.915 0.915 0.9152 Lantai Kerja 1,767,684.87 3.8283 Pondasi Foot Plat 32,946,950.27 71.3434 Kolom pendek pondasi tepi 7,947,299.92 17.2095 Urugan Tanah kembali bekas galian 561,044.92 1.215

JUMLAH PERSENTASE 46,181,251.86 100.000JUMLAH BOBOT 0.915 0.915 0.915 0.915 0.915 0.915 0.915

JUMLAH BOBOT KOMULATIF 0.00 0.915 1.830 2.745 3.660 4.576 5.491 6.406

CASH FLOW PROJECTIONAngka dalam ribuan rupiah

NO URAIAN VOL HRG SAT JML HRG 0 1 2 3 4 5 6 7

CASH IN1 termijn 1 Rp 18,472,500.75 2 termijn 2 Rp 18,472,500.75 3 termijn 3 Rp 9,236,250.37

JUMLAH Rp - Rp - Rp - Rp - Rp - Rp - Rp - Rp -

CASH OUT1 Pekerjaan

1 galian pondasi mandor 1 Rp 42,500.00 Rp 42,500.00 Rp 297,500.00 pekerja 14 Rp 30,000.00 Rp 420,000.00 Rp 2,940,000.00

2 lantai kerja Mandor 1 Rp 42,500.00 Rp 42,500.00 Kepala tukang batu 1 Rp 40,000.00 Rp 40,000.00 Tukang batu 1 Rp 37,500.00 Rp 37,500.00 Pekerja 5 Rp 30,000.00 Rp 150,000.00 Semen PC 15 zak Rp 51,240.00 Rp 768,600.00 Rp 768,600.00 Pasir beton 6.5 ton Rp 81,250.00 Rp 528,125.00 Rp 528,125.00 Steinslag pecah tangan 2/3 5 m³ Rp 140,000.00 Rp 700,000.00 Rp 700,000.00

3 pondasi footplat Mandor 1 Rp 42,500.00 Rp 42,500.00 Kepala tukang batu 1 Rp 40,000.00 Rp 40,000.00 Tukang batu 2 Rp 37,500.00 Rp 75,000.00 Tukang kayu 4 Rp 37,500.00 Rp 150,000.00 Tukang besi 4 Rp 37,500.00 Rp 150,000.00 Pekerja 13 Rp 30,000.00 Rp 390,000.00 Balok Meranti 5/7 64 lonjor Rp 10,900.00 Rp 697,600.00 Rp 348,800.00 Paku segala ukuran 34 kg Rp 9,800.00 Rp 333,200.00 Rp 166,600.00 Minyak bekisting 9 liter Rp 10,000.00 Rp 90,000.00 Rp 45,000.00 Besi beton d 16 7 lonjor Rp 105,752.00 Rp 740,264.00 Rp 370,132.00 Kawat beton 55 kg Rp 11,200.00 Rp 616,000.00 Rp 308,000.00 Semen PC 145 zak Rp 51,240.00 Rp 7,429,800.00 Rp 3,714,900.00 Pasir beton 30 ton Rp 81,250.00 Rp 2,437,500.00 Rp 1,218,750.00 Steinslag pecah mesin 2/3 20 m³ Rp 140,000.00 Rp 2,800,000.00 Rp 1,400,000.00

4 kolom pendek Mandor 1 Rp 42,500.00 Rp 42,500.00 Kepala tukang batu 1 Rp 40,000.00 Rp 40,000.00 Tukang batu 1 Rp 37,500.00 Rp 37,500.00 Tukang kayu 3 Rp 37,500.00 Rp 112,500.00 Tukang besi 2 Rp 37,500.00 Rp 75,000.00 Pekerja 6 Rp 30,000.00 Rp 180,000.00 Papan Meranti ( 3 x 20 ) cm 37 batang Rp 18,700.00 Rp 691,900.00 Paku segala ukuran 13 kg Rp 9,800.00 Rp 127,400.00 Minyak bekisting 6.5 liter Rp 10,000.00 Rp 65,000.00 Balok Meranti 7 lonjor Rp 10,900.00 Rp 76,300.00 Multiplex t = 9 mm 12 lembar Rp 100,800.00 Rp 1,209,600.00 Dolken Ø 8 - 10 / 4m 65 batang Rp 20,000.00 Rp 1,300,000.00

Page 15: Excel

Besi beton d 16 1 lonjor Rp 105,752.00 Rp 105,752.00 Kawat beton 10 kg Rp 11,200.00 Rp 112,000.00 Semen PC 20 zak Rp 51,240.00 Rp 1,024,800.00 Pasir beton 4 ton Rp 81,250.00 Rp 325,000.00 Steinslag pecah mesin 2/3 2.5 m³ Rp 140,000.00 Rp 350,000.00

5 urugan tanah kembali bekas galian Mandor 1 Rp 42,500.00 Rp 42,500.00 Pekerja 10 Rp 30,000.00 Rp 300,000.00

Bunga Bank Rp 2,050,000.00 JUMLAH Rp 26,988,841.00 Rp 9,568,907.00 Rp - Rp 3,237,500.00

BALANCEkelebihan kas Rp (9,568,907.00) Rp - Rp (3,237,500.00)akumulasi kelebihan kas Rp (9,568,907.00) Rp 431,093.00 Rp (2,806,407.00)modal Rp 20,500,000.00 Rp 10,000,000.00 Rp 3,000,000.00 saldo awal Rp 431,093.00 Rp 431,093.00 Rp 193,593.00 pengembalian modalsaldo akhir Rp 431,093.00 Rp 431,093.00 Rp 193,593.00

Page 16: Excel

TIME SCHEDULE

Hari8 9 10 11 12 13 14 15 16 17 18

3.82810.192 10.192 10.192 10.192 10.192 10.192 10.192

4.302 4.302 4.302

3.828 10.192 10.192 10.192 10.192 10.192 10.192 10.192 4.302 4.302 4.30210.233 20.425 30.617 40.809 51.001 61.193 71.384 81.576 85.878 90.181 94.483

CASH FLOW PROJECTIONAngka dalam ribuan rupiah

8 9 10 11 12 13 14 15 16 17 18

Rp 18,472,500.75 Rp 18,472,500.75

Rp - Rp - Rp 18,472,500.75 Rp - Rp - Rp - Rp 18,472,500.75 Rp - Rp - Rp - Rp -

Rp 42,500.00 Rp 40,000.00 Rp 37,500.00 Rp 150,000.00

Rp 255,000.00 Rp 240,000.00 Rp 450,000.00 Rp 900,000.00 Rp 900,000.00 Rp 2,340,000.00

Rp 348,800.00 Rp 166,600.00 Rp 45,000.00 Rp 370,132.00 Rp 308,000.00 Rp 3,714,900.00 Rp 1,218,750.00 Rp 1,400,000.00

Rp 345,950.00 Rp 345,950.00 Rp 63,700.00 Rp 63,700.00 Rp 32,500.00 Rp 32,500.00 Rp 38,150.00 Rp 38,150.00 Rp 604,800.00 Rp 604,800.00 Rp 650,000.00 Rp 650,000.00

Page 17: Excel

Rp 52,876.00 Rp 52,876.00 Rp 56,000.00 Rp 56,000.00 Rp 512,400.00 Rp 512,400.00 Rp 162,500.00 Rp 162,500.00 Rp 175,000.00 Rp 175,000.00

Rp 2,050,000.00 Rp - Rp 7,572,182.00 Rp - Rp - Rp - Rp 2,693,876.00 Rp 7,405,000.00 Rp - Rp 2,693,876.00 Rp - Rp -

Rp - Rp (7,572,182.00) Rp 18,472,500.75 Rp - Rp - Rp (2,693,876.00) Rp 11,067,500.75 Rp - Rp (2,693,876.00) Rp - Rp - Rp 193,593.00 Rp (7,378,589.00) Rp 18,593,911.75 Rp 18,593,911.75 Rp 18,593,911.75 Rp 15,900,035.75 Rp 26,967,536.49 Rp 6,467,536.49 Rp 3,773,660.49 Rp 3,773,660.49 Rp 3,773,660.49

Rp 7,500,000.00 Rp 193,593.00 Rp 121,411.00 Rp 18,593,911.75 Rp 18,593,911.75 Rp 18,593,911.75 Rp 15,900,035.75 Rp 26,967,536.49 Rp 6,467,536.49 Rp 3,773,660.49 Rp 3,773,660.49 Rp 3,773,660.49

Rp 20,500,000.00 Rp 193,593.00 Rp 121,411.00 Rp 18,593,911.75 Rp 18,593,911.75 Rp 18,593,911.75 Rp 15,900,035.75 Rp 6,467,536.49 Rp 6,467,536.49 Rp 3,773,660.49 Rp 3,773,660.49 Rp 3,773,660.49

Page 18: Excel

TIME SCHEDULE

Hari19 20 21

4.3020.607 0.607

4.302 0.607 0.60798.785 99.393 100.000

CASH FLOW PROJECTIONAngka dalam ribuan rupiah

19 20 21

Rp 18,472,500.75 Rp 18,472,500.75

Rp 9,236,250.37 Rp 9,236,250.37 Rp - Rp - Rp 9,236,250.37 Rp 46,181,251.86

Rp 297,500.00 Rp 2,940,000.00 Rp 42,500.00 Rp 40,000.00 Rp 37,500.00 Rp 150,000.00 Rp 768,600.00 Rp 528,125.00 Rp 700,000.00

Rp 42,500.00 Rp 297,500.00 Rp 40,000.00 Rp 280,000.00 Rp 75,000.00 Rp 525,000.00 Rp 150,000.00 Rp 1,050,000.00 Rp 150,000.00 Rp 1,050,000.00 Rp 390,000.00 Rp 2,730,000.00

Rp 697,600.00 Rp 333,200.00 Rp 90,000.00 Rp 740,264.00 Rp 616,000.00 Rp 7,429,800.00 Rp 2,437,500.00 Rp 2,800,000.00

Rp 170,000.00 Rp 170,000.00 Rp 160,000.00 Rp 160,000.00 Rp 150,000.00 Rp 150,000.00 Rp 450,000.00 Rp 450,000.00 Rp 300,000.00 Rp 300,000.00 Rp 720,000.00 Rp 720,000.00

Rp 691,900.00 Rp 127,400.00 Rp 65,000.00 Rp 76,300.00 Rp 1,209,600.00 Rp 1,300,000.00

Page 19: Excel

Rp 105,752.00 Rp 112,000.00 Rp 1,024,800.00 Rp 325,000.00 Rp 350,000.00

Rp 85,000.00 Rp 85,000.00 Rp 600,000.00 Rp 600,000.00

Rp 2,050,000.00 Rp - Rp - Rp 3,482,500.00 Rp 36,653,841.00

Rp - Rp - Rp 5,753,750.37 Rp 9,527,410.86 Rp 3,773,660.49 Rp 3,773,660.49 Rp 9,527,410.86

Rp 3,773,660.49 Rp 3,773,660.49 Rp 9,527,410.86

Rp 3,773,660.49 Rp 3,773,660.49 Rp 9,527,410.86

Page 20: Excel

tanggal sebanyak satuan hari harga jumlah hargagalian pondasi

mandor 1 7 Rp 42,500.00 Rp 297,500.00

pekerja 14 7 Rp 30,000.00 Rp 2,940,000.00

lantai kerja

Mandor 1 1 Rp 42,500.00 Rp 42,500.00

Kepala tukang batu 1 1 Rp 40,000.00 Rp 40,000.00

Tukang batu 1 1 Rp 37,500.00 Rp 37,500.00

Pekerja 5 1 Rp 30,000.00 Rp 150,000.00

Semen PC 15 zak Rp 51,240.00 Rp 768,600.00

Pasir beton 6.5 ton Rp 130,000.00 Rp 845,000.00

Steinslag pecah tangan 2/3 5 m³ Rp 140,000.00 Rp 700,000.00

pondasi footplat

Mandor 1 7 Rp 42,500.00 Rp 297,500.00

Kepala tukang batu 1 7 Rp 40,000.00 Rp 280,000.00

Tukang batu 2 7 Rp 37,500.00 Rp 525,000.00

Tukang kayu 4 7 Rp 37,500.00 Rp 1,050,000.00

Tukang besi 4 7 Rp 37,500.00 Rp 1,050,000.00

Pekerja 13 7 Rp 30,000.00 Rp 2,730,000.00

Balok Meranti 5/7 64 lonjor Rp 10,900.00 Rp 697,600.00

Paku segala ukuran 34 kg Rp 9,800.00 Rp 333,200.00

Minyak bekisting 9 liter Rp 10,000.00 Rp 90,000.00

Besi beton d 16 7 lonjor Rp 105,752.00 Rp 740,264.00

Kawat beton 55 kg Rp 11,200.00 Rp 616,000.00

Semen PC 145 zak Rp 51,240.00 Rp 7,429,800.00

Pasir beton 30 ton Rp 130,000.00 Rp 3,900,000.00

Steinslag pecah mesin 2/3 20 m³ Rp 140,000.00 Rp 2,800,000.00

kolom pendek

Mandor 1 4 Rp 42,500.00 Rp 170,000.00

Kepala tukang batu 1 4 Rp 40,000.00 Rp 160,000.00

Tukang batu 1 4 Rp 37,500.00 Rp 150,000.00

Tukang kayu 3 4 Rp 37,500.00 Rp 450,000.00

Tukang besi 2 4 Rp 37,500.00 Rp 300,000.00

Pekerja 6 4 Rp 30,000.00 Rp 720,000.00

Papan Meranti ( 3 x 20 ) cm 37 batang Rp 18,700.00 Rp 691,900.00

Paku segala ukuran 13 kg Rp 9,800.00 Rp 127,400.00

Minyak bekisting 6.5 liter Rp 10,000.00 Rp 65,000.00

Balok Meranti 7 lonjor Rp 10,900.00 Rp 76,300.00

Multiplex t = 9 mm 12 lembar Rp 100,800.00 Rp 1,209,600.00

Dolken Ø 8 - 10 / 4m 65 batang Rp 20,000.00 Rp 1,300,000.00

Besi beton d 16 1 lonjor Rp 105,752.00 Rp 105,752.00

Kawat beton 10 kg Rp 11,200.00 Rp 112,000.00

Semen PC 20 zak Rp 51,240.00 Rp 1,024,800.00

Pasir beton 4 ton Rp 130,000.00 Rp 520,000.00

Page 21: Excel

Steinslag pecah mesin 2/3 2.5 m³ Rp 140,000.00 Rp 350,000.00

urugan tanah kembali bekas galian

Mandor 1 2 Rp 42,500.00 Rp 85,000.00

Pekerja 10 2 Rp 30,000.00 Rp 600,000.00

Rp 36,578,216.00