biaya proyek

No. Deskripsi Pekerjaan1 PEKERJAAN PERSIAPAN

1.1 Pek. pembersihan lahan1.2 Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m1.3 Pek. pemasangan bouwplank

2 PEKERJAAN TANAH2.1 Pek. Galian tanah pondasi2.2 Pek. Galian tanah lantai kerja sloof2.3 Pek. Urugan pasir bawah pondasi2.4 Pek. Pemadatan pasir bawah pondasi2.5 Pek. Urugan pasir bawah sloof2.6 Pek. Pemadatan pasir bawah sloof2.7 Pek. Urugan kembali2.8 Pek. Pemadatan urugan kembali2.9 Pek. Buang tanah sisa galian

3 Pekerjaan beton bertulang3.1 Pek. Beton plat pondasi

3.1.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr)3.1.2 Pek. Pembesian D133.1.3 Pek. Pembesian D163.1.4 Pek. Bekisting pondasi3.1.5 Pek. Pengecoran pondasi (1 PC : 1,5 PB : 2,5 Kr)3.2 Pek. Beton sloof

3.2.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr)3.2.2 Pek. Pembesian D163.2.3 Pek. Pembesian sengkang ø83.2.4 Pek. Bekisting sloof3.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 Kr)3.3 Pek. Beton kolom

3.3.1 Pek. Pembesian D163.3.2 Pek. Pembesian D19

3.3.3 Pek. Pembesian sengkang ø83.3.4 Pek. Bekisting kolom3.3.5 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 Kr)3.3.6 Pek. Pemasangan angker ø193.4 Pek. Beton balok

3.4.1 Pek. Bekisting balok3.4.2 Pek. Pembesian D163.4.3 Pek. Pembesian D193.4.4 Pek. Pembesian sengkang ø83.4.5 Pek. Pengecoran balok (1 PC : 1,5 PB : 2,5 Kr)

4 Pek. Akhir proyek4.1 Pek. Pembersihan lahan akhir

No. Deskripsi Pekerjaan Bahan yang Dibutuhkan 1 Pekerjaan persiapan

1.1 Pek. pembersihan lahan1.2 Pek. pembuatan pagar sementara Dolken kayu Ø8 - 10/400 cm

dari seng gelombang tinggi 2m Semen PortlandSeng selombang 3'' - 5''Pasir betonKoral betonKayu Biasa 5/7Paku Biasa 2'' - 5''Meni besi

1.3 Pek. pemasangan bouwplank Kayu Biasa 5/7Paku Biasa 2'' - 5''Papan Kayu 3/20

2 Pekerjaan tanah2.01 Pek. Galian tanah pondasi2.02 Pek. Galian tanah sloof2.03 Pek. Galian tanah lantai kerja2.04 Pek. Urugan pasir bawah pondasi Pasir urug2.05 Pek. Pemadatan pasir bawah pondasi2.06 Pek. Urugan pasir bawah sloof Pasir urug2.07 Pek. Pemadatan pasir bawah sloof2.08 Pek. Urugan kembali2.09 Pek. Pemadatan urugan kembali2.10 Pek. Buang tanah sisa galian

3 Pekerjaan beton bertulang3.1 Pek. Beton plat pondasi

3.1.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) Semen PortlandPasir betonKoral beton

3.1.2 Pek. Pembesian D13 Besi beton ulir D13Kawat beton


3.1.4 Pek. Bekisting plat pondasi Kayu terentangPaku Biasa 2'' - 5''Minyak bekisting

3.1.5 Pek. Pengecoran plat pondasi (1 PC : 1,5 PB : 2,5 Kr) Semen PortlandPasir betonKoral beton

3.2 Pek. Beton sloof3.2.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) Semen Portland

Pasir betonKoral beton


3.2.3 Pek. Pembesian sengkang ø8 Besi beton ulir ø8Kawat beton

3.2.4 Pek. Bekisting sloof Kayu terentangPaku Biasa 2'' - 5''Minyak bekisting

3.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 Kr) Semen PortlandPasir betonKoral beton

3.3 Pek. Beton kolom3.3.1 Pek. Pembesian D16 Besi beton ulir D16

Kawat beton3.3.2 Pek. Pembesian sengkang ø8 Besi beton ulir ø8

Kawat beton3.3.3 Pek. Bekisting kolom Kayu terentang

Paku Biasa 2'' - 5''Minyak bekistingBalok kayu borneoPlywood tebal 9 mmDolken kayu Ø8 - 10/4 m

3.3.4 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 Kr) Semen PortlandPasir betonKoral beton

3.3.5 Pek. Pemasangan angker ø19 Angker ø19

QUANTITY SHEETProject : Estimator : Estimate :Location : Extention : Sheet :Engineer : Checker : Date :Classification :

Pengali Dimensi Hasil Keterangan Kode

1. PEKERJAAN PERSIAPAN 1.00p = 20 m Pembersihan lahan 1.01

l = 12 mvol = 240 m² 240.00 m²

p = 20 m Pembuatan pagar sementara dari seng gelombang tinggi 2 m 1.02

l = 12 m 64.00 m'

p = 12.2 m Pemasangan bouwplank (bouwplank diambil 1 m dari as pondasi terluar) 1.03

l = 7.1 m 38.60 m'

2. PEKERJAAN TANAH 2.00

6

p = 1.8 m 2.01

l = 1.8 mt = 0.8 m

vol = 2.592 15.55

7

p = 3.3 m 2.02

l = 0.8 mt = 0.6 m

vol = 1.584 11.09 m3

Total galian tanah 2.03

26.64 (2.01) + (2.02)

6

p = 1.8 m Volume urugan & pemadatan pasir bawah pondasi 2.04

l = 1.8 mt = 0.15 m

vol = 0.486 2.92

7

p = 3.9 m Volume urugan & pemadatan pasir bawah sloof 2.05

l = 0.8 mt = 0.15 m

vol = 0.468 3.28

Volume total urugan pasir 2.06

6.19 (2.04) + (2.05)

6

p = 1.8 m Volume lantai kerja pondasi 5 cm (1PC : 3 PB : 5Kr) 2.07

l = 1.8 mt = 0.05 m

luas = 0.162 0.97

7

p = 3.9 m Volume lantai kerja sloof 5 cm (1PC : 3 PB : 5Kr) 2.08

l = 0.8 mt = 0.05 m

vol = 0.156 1.09

Volume total lantai kerja 2.09

2.06 (2.07) + (2.08)

6

p = 1.2 m Volume pondasi 2.10

l = 1.2 mt = 0.2 m

vol = 0.288 1.73

Galian tanah pondasi (Galian tanah pondasi diambil lebar pondasi ditambah 30 cm di keempat sisinya)

m3 m3

Galian tanah lantai kerja sloof (Galian tanah sloof diambil lebar sloof ditambah 30 cm di kedua sisinya) p = 5,1-(0,9*2)=3,3m; l=0,2+(0,3*2)=0,8m

m3

m3

m3 m3

m3 m3

m3

m2 m2

m2 m2

m3

m3 m3

Urugan kembali + pemadatan 2.11

16.66 (2.04) - (2.08) - (2.12) - (2.13) - (2.14)

Buang sisa tanah galian 2.12

9.98 (2.04) - (2.15)

3. PEKERJAAN BETON BERTULANG 3.003.1. Pek. Plat pondasi 3.01

6p = 1.8 m Pengecoran lantai kerja pondasi (1PC : 3 PB : 5Kr) 5 cm 3.02

l = 1.8 m

vol = 3.24 19.44

6/4p = 1.2 m Bekisting pondasi 3.03

t = 0.2 m

vol = 0.24 5.76

6/7l = 1.296 m Pembesian tulangan atas D13 pondasi (ARAH X) 3.04

w = 1.04 kg/m' n = (1200-(2*40))/200 + 1 = 7 tulangan

vol = 1.35 kg 56.61 kg L =(1200-80-2*16)+2*(200-80-16) = 1296mm

6/7l = 1.27 m Pembesian tulangan atas D13 pondasi (ARAH Y) 3.05

w = 1.04 kg/m' n = (1200-(2*40))/200 + 1 = 7 tulangan

vol = 1.32 kg 55.47 kg L =(1200-80-2*16)+2*(200-80-16-13) = 1270mm

6/8l = 1.36 m Pembesian tulangan bawah D16 pondasi (ARAH X) 3.06

w = 1.58 kg/m' n=(1200-40-40)/150+1 = 8 tulangan

vol = 2.15 kg 103.14 kg L= (1200-40-40)+2*(200-40-40)= 1360mm

6/8l = 1.328 m Pembesian tulangan bawah D16 pondasi (ARAH Y) 3.07

w = 1.58 kg/m' n=(1200-40-40)/150+1 = 8 tulangan

vol = 2.10 kg 100.72 kg L = (1200-40-40)+2*(200-40-40-16) = 1328mm

6

p = 1.8 m Pengecoran lantai kerja sloof (1PC : 3 PB : 5Kr) 5 cm 3.08

l = 1.8 mt = 0.2 m

vol = 0.648 3.89

3.2 Pek. Beton sloof 3.20

7

p = 3.9 m Pengecoran lantai kerja sloof (1PC : 3 PB : 5Kr) 5 cm 3.21

l = 0.8 mt = 0.05 m

vol = 0.156 1.09

2/7p = 4.8 m Bekisting sloof 3.22

t = 0.4 m

luas = 1.92 26.88

4/2l = 11 m Pembesian tulangan sloof arah X D16 3.23

w = 1.58 kg/m' l = 10.2 + 2*(12*0.016) = 10.584 m

vol = 16.71 kg 133.64 kg

4/3l = 5.384 m Pembesian tulangan sloof arah Y D16 3.24

w = 1.58 kg/m' l = 5,1 + 2*(12*0.016) = 5.384 m

vol = 8.50 kg 101.97 kg

7/33l = 1.03 m Pembesian tulangan sengkang Ø8 sloof 3.25

w = 0.39 kg/m' l = 2*(200-40-40)+2*(400-40-40)+(2*75) = 1030mm

vol = 0.40 kg 92.79 kg n= 4800 / 150 = 32+1 = 33

7

p = 4.8 m Pengecoran sloof dengan campuran (1 PC : 1,5 PB : 2,5 Kr) 3.26

l = 0.2 mt = 0.4 m

vol = 0.384 2.69

m3

m3

m2 m2

m2 m2

m3 m3

m3 m3

m2 m2

m3 m3

3.3 Pek. Beton kolom 3.304/6 l = 4.47 m Pembesian tulangan D16 kolom 3.31

w = 1.58 kg/m' l= (4500-40)+((2/3)*20)+(12*0.016) = 4473,53 mm

vol = 7.06 kg 169.50 kg

4/6 l = 4.47 m Pembesian tulangan D19 kolom 3.32

w = 2.23 kg/m' l= (4500-40)+((2/3)*20)+(12*0.016) = 4473,53 mm

vol = 9.97 kg 239.23 kg

31/6l = 1.03 m Pembesian tulangan sengkang Ø8 kolom 3.33

w = 0.39 kg/m' p= 4*(300-40-40)+2*75 = 1030 mm

vol = 0.402 kg 74.72 kg n = (4500-40)/150 = 29,73+1 =30,73 = 31 buah

4/6p = 4.5 m Bekisting kolom 3.34

t = 0.3 mluas = 1.35 32.40

6

p = 4.5 m Pengecoran dengan campuran (1 PC : 1,5 PB : 2,5 Kr) 3.35

l = 0.3 mt = 0.3 m

vol = 0.405 2.43

2/6Angker Ø19 3.36n= 2*6 = 12 buah

12.00 bh

3.4 Pek. Beton Balok 3.40

7p = m Bekisting balok 3.41

t = m l = 2* (4,8*0,4)+(0,2*4,8) = 4,8 m2

luas = 4.8 33.60

2/2l = 10.6 m Pembesian tulangan D16 balok arah x 3.42

w = 1.58 kg/m' l= 10200 + (2*12*16) = 10584 mm

vol = 16.75 kg 66.99 kg

2/2l = 10.7 m Pembesian tulangan D19 balok arah x 3.43

w = 2.23 kg/m' l= 10200 + (2*12*19) = 10656 mm

vol = 23.86 kg 95.44 kg

2/2l = 5.5 m Pembesian tulangan D16 balok arah y 3.44

w = 1.58 kg/m' l= 5100 + (2*12*16) = 5484 mm

vol = 8.69 kg 34.76 kg

2/2l = 5.56 m Pembesian tulangan D19 balok arah y 3.45

w = 2.23 kg/m' l= 5100 + (2*12*19) = 5556 mm

vol = 12.40 kg 49.60 kg

33/7l = 1.03 m Pembesian tulangan sengkang Ø8 kolom 3.46

w = 0.39 kg/m' p= 2*(200-40-40)+2*(400-40-40)+(2*75) = 1030 mm

vol = 0.402 kg 92.79 kg n = (5100-300)/150 = 32+1 = 33 buah

7

p = 4.8 m Pengecoran dengan campuran (1 PC : 1,5 PB : 2,5 Kr) 3.47

l = 0.2 mt = 0.4 m

vol = 0.384 2.69

4. PEKERJAAN AKHIR PROYEK 4.00

p = 24 m Pembersihan akhir 4.01

l = 20 m

vol = 480 m² 480.00 m²

m2 m2

m3 m3

m2 m2

m3 m3

TABEL KEBUTUHAN BAHAN TEORITIS

No. Deskripsi Pekerjaan Quantity Unit Jenis Bahan yang Dipakai Index SNI UnitKebutuhan

UnitBahanTeoritis

1 PEKERJAAN PERSIAPAN1.1 Pembersihan lahan 240 m²1.2 Pemasangan pagar sementara 64 m' Dolken kayu Ø8 - 10/400 cm 1.2500 batang 80.00 batang

dari seng gelombang 2 meter Semen Portland 2.5000 kg 160.00 kgSeng selombang 3'' - 5'' 1.2000 lembar 76.80 lembarPasir beton 0.0050 m³ 0.32 m³Koral beton 0.0090 m³ 0.58 m³Kayu Biasa 5/7 0.0720 m³ 4.61 m³Paku Biasa 2'' - 5'' 0.0600 kg 3.84 kgMeni besi 0.4500 liter 28.80 liter

1.3 Pengukuran dan pemasangan bouwplank 42.0 m' Kayu Biasa 5/7 0.0120 m³ 0.50 m³

Paku Biasa 2'' - 5'' 0.0200 kg 0.84 kgPapan Kayu 3/20 0.0070 m³ 0.29 m³

TOTAL PEKERJAAN PERSIAPAN

2 PEKERJAAN TANAH2.1 Pek. galian tanah pondasi 15.55 m³2.2 Pek. galian tanah sloof 11.090 m³2.3 Pek. urugan pasir bawah pondasi 2.92 m³ Pasir Urug 1.2000 m³ 3.50 m³

2.4 2.92 m³

2.5 Pek. urugan pasir bawah sloof 3.28 m³ Pasir Urug 1.2000 m³ 3.94 m³

2.6 Pek. pemadatan urugan pasir bawah sloof 3.28 m³

2.7 Pek. urugan kembali 16.66 m³

Pek. pemadatan urugan pasir bawah pondasi

2.8 Pek. pemadatan urugan kembali 16.66 m³2.9 Pek. buang tanah sisa galian 9.98 m³

TOTAL PEKERJAAN TANAH

3 PEKERJAAN BETON BERTULANG3.1 Pekerjaan Beton Plat Pondasi

3.1.119.44 m² Semen Portland 11.6060 kg 225.62 kg

Pasir beton 0.0279 m³ 0.54 m³Koral beton 0.0464 m³ 0.90 m³

3.1.2 Pembesian tulangan D13 pondasi 104.13 kg Besi beton ulir D13 1.0500 kg 109.34 kgKawat beton 0.0150 kg 1.56 kg

3.1.3 Pembesian tulangan D16 pondasi 188.08 kg Besi beton ulir D16 1.0500 kg 197.48 kgKawat beton 0.0150 kg 2.82 kg

3.1.4 Bekisting plat pondasi 5.76 m² Kayu terentang 0.0400 m³ 0.23 m³Paku Biasa 2'' - 5'' 0.3000 kg 1.73 kgMinyak bekisting 0.1000 liter 0.58 liter

3.1.51.73 m³ Semen Portland 406.8350 kg 703.82 kg


TOTAL PEKERJAAN PONDASI

3.2 Pekerjaan Beton Sloof

3.2.121.84 m² Semen Portland 11.6060 kg 253.48 kg


3.2.2 Pembesian tulangan D16 sloof 234.86 kg Besi beton ulir D16 1.0500 kg 246.60 kgKawat beton 0.0150 kg 3.52 kg

3.2.3 Pembesian sengkang sloof (ø8-150) 95.17 kg Besi beton polos Ø8 1.0500 kg 99.93 kgKawat beton 0.0150 kg 1.43 kg

3.2.4 Bekisting sloof 26.88 m² Kayu terentang 0.0450 m³ 1.21 m³Paku Biasa 2'' - 5'' 0.3000 kg 8.06 kgMinyak bekisting 0.1000 liter 2.69 liter

Pengecoran lantai kerja plat pondasi (1PC : 3 PB : 5Kr) tebal 5 cm

Pengecoran plat pondasi dengan mutu (1 PC : 1,5 PB : 2,5 Kr)

Pengecoran lantai kerja sloof (1PC : 3 PB : 5Kr) tebal 5 cm



TOTAL PEKERJAAN SLOOF

3.3 Pekerjaan Beton Kolom3.3.1 Pembesian tulangan D16 Kolom 182.77 kg Besi beton ulir D16 1.0500 kg 191.91 kg

Kawat beton 0.0150 kg 2.74 kg3.3.2 Pembesian tulangan D19 kolom 258.74 kg Besi beton ulir D19 1.0500 kg 271.68 kg

Kawat beton 0.0150 kg 3.88 kg3.3.3 Pembesian sengkang kolom (ø8-150) 74.72 kg Besi beton polos Ø8 1.0500 kg 78.46 kg

Kawat beton 0.0150 kg 1.12 kg3.3.4 Bekisting kolom 32.40 m² Kayu terentang 0.0400 m³ 1.30 m³

Paku Biasa 2'' - 5'' 0.4000 kg 12.96 kgMinyak bekisting 0.2000 liter 6.48 literBalok kayu borneo 0.0150 m³ 0.49 m³Plywood tebal 9 mm 0.3500 lembar 11.34 lembarDolken kayu Ø8 - 10/400 cm 2.0000 batang 64.80 batang



3.3.6 Angker ø19mm ( L= 600 mm ) 12.00 bh Angker ø19mm (L= 600 mm) 1.0000 bh 12.00 bhTOTAL PEKERJAAN KOLOM

3.4 Pekerjaan Beton Balok3.4.1 Bekisting balok 33.60 m² Kayu terentang 0.0400 m³ 1.34 m³

Paku Biasa 2'' - 5'' 0.4000 kg 13.44 kgMinyak bekisting 0.2000 liter 6.72 literBalok kayu borneo 0.0180 m³ 0.60 m³Plywood tebal 9mm 0.3500 lbr 11.76 lbrDolken kayu galam ø8-10 / 4m 2.0000 btg 67.20 btg

3.4.2 Pembesian tulangan D16 balok 123.52 kg Besi beton ulir D16 1.0500 kg 129.70 kg

Pengecoran sloof dengan campuran (1 PC : 1,5 PB : 2,5 Kr)

Pengecoran Kolom dengan mutu (1 PC : 1,5 PB : 2,5 Kr)

Kawat beton 0.0150 kg 1.85 kg3.4.3 Pembesian tulangan D19 balok 175.18 kg Besi beton ulir D19 1.0500 kg 183.94 kg

Kawat beton 0.0150 kg 2.63 kg3.4.4 Pembesian sengkang balok (ø8-150) 92.79 kg Besi beton polos Ø8 1.0500 kg 97.43 kg

Kawat beton 0.0150 kg 1.39 kg



TOTAL PEKERJAAN BETON BALOK

4 PEKERJAAN AKHIR PROYEK4.1 Pembersihan Akhir 240 m²

BIAYA TOTAL KEBUTUHAN BAHAN

Pengecoran balok dengan campuran (1 PC : 1,5 PB : 2,5 Kr)

TABEL KEBUTUHAN BAHAN TEORITIS

Harga Harga TotalSatuan Bahan Teoritis

Bahan (Rp.) (Rp.)

PEKERJAAN PERSIAPANPAPAN KAYU

10,000.00 800,000.00 0 0 01,500.00 240,000.00 12500.00

``

0 0 085,000.00 6,528,000.00 3750.00 0 0 0

165,000.00 52,800.00 102000.00 0 6528000 0175,000.00 100,800.00 825.00 0 0 0

2,100,000.00 9,676,800.00 1575.00 0 0 015,000.00 57,600.00 151200.00 0 0 016,700.00 480,960.00 900.00 57600 0 0

2,100,000.00 1,058,400.007515.00 0 0 0

15,000.00 12,600.00 25200.00

31450.00

0 0 0850,000.00 249,900.00 300.00 12600 0 0

TOTAL PEKERJAAN PERSIAPAN 19,257,860.00 5950.00 0 0 2499000.00 0 0 0

PEKERJAAN TANAH 0.00 0 0 00.00 0 0 00.00 0 0 0

155,000.00 543,120.00 186000.00 0 0 0

0.00 0 0 0155,000.00 610,080.00 0.00 0 0 0

0 0 00 0 0

0 0 00 0 0

TOTAL PEKERJAAN TANAH 1,153,200.00 0 0 00 0 0

PEKERJAAN BETON BERTULANG 0 0 00 0 0

1,500.00 338,430.96

585775.80 744228.15

0 0 0 165,000.00 89,492.04 0 0 0 175,000.00 157,852.80 0 0 0 9,200.00 1,005,895.80

1034791.88 1314703.080 0 0

18,500.00 28,896.08 0 0 0 9,200.00 1,816,852.80

1869045.00 2374621.670 0 0

18,500.00 52,192.20 25920 0 0 3,000,000.00 691,200.00

721152.00 916223.62

0 0 0 15,000.00 25,920.00 0 0 0 7,000.00 4,032.00 0 0 0 1,500.00 1,055,736.83

1441474.93 1831393.89

0 0 0 165,000.00 139,299.60 0 0 0 175,000.00 246,438.50 0 0 0

TOTAL PEKERJAAN PONDASI 5,652,239.60 7181170.41 0 0 017409.00 30132.50 0 0 0

Pekerjaan Beton Sloof 277.50 9937.50 0 0 01,500.00 380,212.56

658093.80 836108.17

1.2705 0 0165,000.00 100,540.44 0 0 0175,000.00 177,340.80 0 0 0

9,200.00 2,268,747.602333921.25 2965246.95

194400 0 0 18,500.00 65,173.65 0 0 0 8,000.00 799,428.00

825837.68 1049226.770 0 0

18,500.00 26,409.68 0 0 03,000,000.00 3,628,800.00

3768576.00 4787975.81

0 0 015,000.00 120,960.00 0 0 0

7,000.00 18,816.00 0 0 0

1,500.00 1,641,579.22

2241368.52 2847658.71

0 0 0165,000.00 216,598.80 0 0 0175,000.00 383,190.50 0 0 0

TOTAL PEKERJAAN SLOOF 9,827,797.25 9827797.25 12486216.41 14885996.78#REF! #REF! #REF!

Pekerjaan Beton Kolom 1.27 #REF! #REF! #REF! 9,200.00 1,765,558.20

1816276.88 2307579.77#REF! #REF! #REF!

18,500.00 50,718.68 #REF! #REF! #REF! 9,200.00 2,499,428.40

2571228.75 3266746.13 18,500.00 71,800.35 8,000.00 627,648.00

648382.80 823770.35 18,500.00 20,734.803,000,000.00 3,888,000.00

7950960.00 10101694.68

15,000.00 194,400.007,000.00 45,360.00

3,500,000.00 1,701,000.00 #REF! #REF! #REF!130,000.00 1,474,200.00 #REF! #REF! #REF!

10,000.00 648,000.00 #REF! #REF! #REF!1,500.00 1,482,913.58

2024730.68 2572420.32

#REF! #REF! #REF!165,000.00 195,663.60 #REF! #REF! #REF!175,000.00 346,153.50 #REF! 12329089.04 #REF!

32,000.00 384,000.00 384000.00 464640.00 #REF! #REF! #REF!TOTAL PEKERJAAN KOLOM 15,395,579.10 15395579.10 19536851.25 #REF! #REF! #REF!

Pekerjaan Beton Balok3,000,000.00 4,020,000.00

8586240.00 11444257.04

15,000.00 201,600.007,000.00 47,040.00

3,500,000.00 2,116,800.00130,000.00 1,528,800.00

10,000.00 672,000.00 9,200.00 1,193,203.20

1227480.00 1559513.34

18,500.00 34,276.80 1227480.00 1559513.34 9,200.00 1,692,238.80

1740851.25 2211751.51 18,500.00 48,612.45 8,000.00 779,436.00

805185.23 1022987.83 18,500.00 25,749.231,500.00 1,641,579.22

2241368.52 2847658.71165,000.00 216,598.80175,000.00 383,190.50

TOTAL PEKERJAAN BETON BALOK 14,601,125.00 14601125.00 18550729.31

PEKERJAAN AKHIR PROYEK 0.00 #REF! #REF! #REF!0.00

0.00

0 0 0BIAYA TOTAL KEBUTUHAN BAHAN 65,887,800.95 0.00 0 0 0

83710451.106975 0.00 #REF! #REF! #REF!0.000.00 #REF! #REF! #REF!0.000.00

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0.000.00 3284837.920.00

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PASIR BTN KORAL PSR URUG SEMEN d13 KAWAT TERETNNG MINYAK POLOS 8 d19 BORNEO PLYWOOD0 0 0 0 0 0 0 0 0 0 #REF! 0 0

800000 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 240000 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 52800 0 0 0 0 0 0 0 0 #REF! 0 00 0 100800 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 0

0 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 543120 0 0 0 0 0 0 #REF! 0 0

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0 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 0

0 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 338430.96 0 0 0 0 0 #REF! 0 00 89492.04 0 0 0 0 0 0 0 0 #REF! 0 00 0 157852.8 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 1005895.8 0 0 0 0 #REF! 0 00 0 0 0 0 0 28896.075 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 52192.2 0 0 0 #REF! 0 00 0 0 0 0 0 0 691200 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 4032 0 #REF! 0 00 0 0 0 1055737 0 0 0 0 0 #REF! 0 00 139299.6 0 0 0 0 0 0 0 0 #REF! 0 00 0 246438.5 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 380212.56 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 50718.675 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 627648 #REF! 0 00 0 0 0 0 0 20734.8 0 0 0 #REF! 0 00 0 0 0 0 0 0 3888000 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 45360 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 1701000 00 0 0 0 0 0 0 0 0 0 #REF! 0 1474200

648000 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 1482914 0 0 0 0 0 #REF! 0 00 195663.6 0 0 0 0 0 0 0 0 #REF! 0 0

0 0 346153.5 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 00 0 0 0 0 0 0 0 0 0 #REF! 0 0

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

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D160 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 9676800 9676800 9676800 ###0 0 0 0 0

0 0 0 0 00 1058400 1058400 1058400 ###0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0 0 00 0 0 0 0

0 0 0 0 00 0 0 0 0

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

1816852.8 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0 0 00 0 0 0 00 0 0 0 0

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ANALISA HARGA SATUAN PEKERJAAN1 PEKERJAAN PERSIAPAN

1.1 1 m² Pembersihan LahanUpah Tenaga KerjaPekerja = 0.1000 OH x Rp. 70,000.00 = Rp.Mandor = 0.0050 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.

Contigency 5% = Rp.Overhead 5% = Rp.INDIRECT COST = Rp.

TOTAL COST BEFORE PROFIT = Rp.Profit 10% = Rp.TOTAL COST WITH PROFIT = Rp.Harga Satuan Pekerjaan untuk 1 m² Pembersihan Lahan = Rp.

1.2 1 m² Pemasangan pagar sementara dari seng gelombang tinggi 2 mBahanDolken kayu Ø8 - 10/400 cm = 1.2500 batang x Rp. 10,000.00 = Rp.Semen Portland = 2.5000 kg x Rp. 1,500.00 = Rp.Seng selombang 3'' - 5'' = 1.2000 lembar x Rp. 85,000.00 = Rp.Pasir beton = 0.0050 m³ x Rp. 165,000.00 = Rp.Koral beton = 0.0090 m³ x Rp. 175,000.00 = Rp.Kayu Biasa 5/7 = 0.0720 m³ x Rp. 2,100,000.00 = Rp.Paku Biasa 2'' - 5'' = 0.0600 kg x Rp. 15,000.00 = Rp.Meni besi = 0.4500 liter x Rp. 16,700.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.


TOTAL COST BEFORE PROFIT = Rp.Profit 10% = Rp.TOTAL COST WITH PROFIT = Rp.Upah Tenaga KerjaPekerja = 0.4000 OH x Rp. 70,000.00 = Rp.Tukang Kayu = 0.2000 OH x Rp. 85,000.00 = Rp.Kepala Tukang = 0.0200 OH x Rp. 110,000.00 = Rp.Mandor = 0.0200 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.


TOTAL COST BEFORE PROFIT = Rp.Profit 10% = Rp.TOTAL COST WITH PROFIT = Rp.

= Rp.1.3 1 m' Pengukuran dan Pemasangan Bouwplank

BahanKayu Biasa 5/7 = 0.0120 m³ x Rp. 2,100,000.00 = Rp.Paku Biasa 2'' - 5'' = 0.0200 kg x Rp. 15,000.00 = Rp.Papan Kayu 3/20 = 0.0070 m³ x Rp. 850,000.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.



Upah Tenaga KerjaPekerja = 0.1000 OH x Rp. 70,000.00 = Rp.Tukang Kayu = 0.1000 OH x Rp. 85,000.00 = Rp.Kepala Tukang = 0.0100 OH x Rp. 110,000.00 = Rp.Mandor = 0.0050 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.



Harga Satuan Pekerjaan untuk = Rp.1 m' Pengukuran dan Pemasangan Bouwplank

2 PEKERJAAN TANAH2.1 1 m³ Pekerjaan Galian Tanah Pondasi Biasa sedalam 1m

Upah Tenaga KerjaPekerja = 0.4000 OH x Rp. 70,000.00 = Rp.Mandor = 0.0400 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.


Harga Satuan Pekerjaan untuk 1 m2 pagar sementara dari seng gelombang tinggi 2 m


Harga Satuan Pekerjaan untuk = Rp.

2.3 1 m³ Pekerjaan Galian Tanah Sloof sedalam 1mUpah Tenaga Kerja (perhitungan lihat 2.1) = Rp.


2.4BahanPasir Urug = 1.2000 m³ x Rp. 155,000.00 = Rp.Waste 5% = Rp.DIRECT COST = Rp.



Upah Tenaga KerjaPekerja = 0.3000 OH x Rp. 70,000.00 = Rp.Mandor = 0.0100 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.



Harga Satuan Pekerjaan untuk 1 m³ Urugan Pasir = Rp.

2.5 1 m³ Pemadatan Urugan Pasir Bawah PondasiUpah Tenaga KerjaPekerja = 0.5000 OH x Rp. 70,000.00 = Rp.Mandor = 0.0500 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.

1 m³ Pekerjaan Galian Tanah Pondasi sedalam 1m

1 m³ Pekerjaan Galian Tanah Biasa sedalam 1m

1 m³ Urugan Pasir Bawah Pondasi


TOTAL COST BEFORE PROFIT = Rp.Profit 10% = Rp.TOTAL COST WITH PROFIT = Rp.Harga Satuan Pekerjaan untuk 1 m³ Pemadatan Urugan Pasir = Rp.

2.8Bahan (perhitungan lihat 2.4) = Rp.Upah Tenaga Kerja (perhitungan lihat 2.4) = Rp.Harga Satuan Pekerjaan untuk 1 m³ Urugan Pasir = Rp.

2.9Upah Tenaga Kerja (perhitungan lihat 2.5) = Rp.Harga Satuan Pekerjaan untuk 1 m³ Pemadatan Pasir = Rp.

2.10 1 m³ Urugan Tanah KembaliUpah Tenaga KerjaPekerja = 0.1920 OH x Rp. 70,000.00 = Rp.Mandor = 0.0190 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.



Harga Satuan Pekerjaan untuk 1 m³ Urugan Tanah Kembali = Rp.

2.11Upah Tenaga Kerja (perhitungan lihat 2.5) = Rp.

Harga Satuan Pekerjaan untuk 1 m³ Pemadatan urugan kembali = Rp.

2.12 1 m³ Pekerjaan Pembuangan Tanah sejauh 150 meterUpah Tenaga KerjaPekerja = 0.5160 OH x Rp. 70,000.00 = Rp.Mandor = 0.0500 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.


1 m³ Urugan Pasir Bawah Sloof

1 m³ Pemadatan Urugan Pasir Bawah Sloof

1 m³ Pemadatan Urugan Kembali


Harga Satuan Pekerjaan untuk = Rp.1 m³ Pembuangan Tanah sejauh 150 meter

3 PEKERJAAN BETON BERTULANG3.1 PELAT PONDASI

3.1.1BahanSemen Portland = 11.6060 kg x Rp. 1,500.00 = Rp.Pasir beton = 0.0279 x Rp. 165,000.00 = Rp.Koral beton = 0.0464 x Rp. 175,000.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.



Upah Tenaga KerjaPekerja = 0.1350 OH x Rp. 70,000.00 = Rp.Tukang Batu = 0.0200 OH x Rp. 85,000.00 = Rp.Kepala Tukang = 0.0020 OH x Rp. 110,000.00 = Rp.Mandor = 0.0060 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.




3.1.2 1 kg Pembesian dengan besi ulir D13BahanBesi beton ulir = 1.0500 kg x Rp. 9,200.00 = Rp.

1 m² Lantai Kerja Beton Tumbuk 1 PC : 3 PB : 5 Kr, tebal 5 cm

m³m³

1 m² Lantai Kerja Beton Tumbuk (1 PC : 3 PB : 5 Kr) tebal 5 cm

Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.



Upah Tenaga KerjaPekerja = 0.0070 OH x Rp. 70,000.00 = Rp.Tukang Besi = 0.0070 OH x Rp. 85,000.00 = Rp.Kepala Tukang = 0.0007 OH x Rp. 110,000.00 = Rp.Mandor = 0.0003 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.



Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi ulir D13 = Rp.

3.1.3 1 kg Pembesian dengan besi ulir D16BahanBesi beton ulir = 1.0500 kg x Rp. 9,200.00 = Rp.Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.



Upah Tenaga Kerja = Rp.

(Lihat Perhitungan 3.1.2)


3.1.4BahanKayu terentang = 0.0400 x Rp. 3,000,000.00 = Rp.Paku biasa 2'' - 5" = 0.3000 kg x Rp. 15,000.00 = Rp.Minyak bekisting = 0.1000 liter x Rp. 7,000.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.







3.1.5BahanSemen Portland = 406.8350 kg x Rp. 1,500.00 = Rp.Pasir beton = 0.4880 x Rp. 165,000.00 = Rp.Koral beton = 0.8140 x Rp. 175,000.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.

Contigency 5% = Rp.Overhead 5% = Rp.

1 m² bekisting untuk pondasi

m³

1 m² bekisting untuk pondasi

1 m³ Cor Beton 1 PC : 1,5 PB : 2,5 Kr

m³m³

INDIRECT COST = Rp.




TOTAL COST BEFORE PROFIT = Rp.Profit 10% = Rp.TOTAL COST WITH PROFIT = Rp.Harga Satuan Pekerjaan untuk = Rp.

3.2 PEKERJAAN SLOOF3.2.1 1 m² Lantai Kerja Beton Tumbuk 1 Pc : 3 Ps : 5 Kr, tebal 5 cm

Bahan (perhitungan lihat 3.1.1) = Rp.Upah tenaga kerja (perhitungan lihat 3.1.1) = Rp.

3.2.2 1 kg Pembesian dengan besi ulir D16Bahan (perhitungan lihat 3.1.2) = Rp.Upah tenaga kerja (perhitungan lihat 3.1.2) = Rp.

3.2.3 1 kg Pembesian dengan besi polos ø8BahanBesi beton polos = 1.0500 kg x Rp. 8,000.00 = Rp.Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.



Upah Tenaga Kerja = Rp.(Lihat Perhitungan 3.1.2)

1 m³ Cor Beton 1 PC : 1,5 PB : 2,5 Kr

Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi polos ø8 = Rp.

3.2.4 1 m² bekisting untuk sloofBahanKayu terentang = 0.0450 m³ x Rp. 3,000,000.00 = Rp.Paku biasa 2'' - 5" = 0.3000 kg x Rp. 15,000.00 = Rp.Minyak bekisting = 0.1000 liter x Rp. 7,000.00 = Rp.TOTAL = Rp.Waste 5% = Rp.

DIRECT COST = Rp.






Harga Satuan Pekerjaan untuk 1 m² bekisting untuk sloof = Rp.

3.2.5 1 m³ Cor Beton Sloof 1 PC : 1,5 PB : 2,5 KrBahan (perhitungan lihat 3.1.5) = Rp.Upah tenaga kerja (perhitungan lihat 3.1.5) = Rp.

3.3 PEKERJAAN KOLOM3.3.1 1 kg Pembesian dengan besi ulir D16

BahanBesi beton ulir = 1.0500 kg x Rp. 9,200.00 = Rp.Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp.TOTAL = Rp.Waste 5% = Rp.

DIRECT COST = Rp.


TOTAL COST BEFORE PROFIT = Rp.Profit 10% = Rp.

TOTAL COST WITH PROFIT = Rp.



3.3.2 1 kg Pembesian dengan besi ulir D19BahanBesi beton ulir = 1.0500 kg x Rp. 9,200.00 = Rp.Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp.TOTAL = Rp.Waste 5% = Rp.

DIRECT COST = Rp.






3.3.3 1 kg Pembesian dengan besi polos ø8BahanBesi beton polos = 1.0500 kg x Rp. 8,000.00 = Rp.Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp.TOTAL = Rp.Waste 5% = Rp.

DIRECT COST = Rp.



Upah Tenaga Kerja = Rp.(Lihat Perhitungan 3.1.2)Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi polos ø8 = Rp.

3.3.4 1 m² bekisting untuk kolomBahanKayu terentang = 0.0400 m³ x Rp. 3,000,000.00 = Rp.Paku biasa 2'' - 5" = 0.4000 kg x Rp. 15,000.00 = Rp.Minyak bekisting = 0.2000 liter x Rp. 7,000.00 = Rp.Balok kayu borneo = 0.0150 m³ x Rp. 3,500,000.00 = Rp.Plywood tebal 9 mm = 0.3500 lembar x Rp. 130,000.00 = Rp.Dolken kayu galam Ø8 - 10/4 m = 2.0000 batang x Rp. 10,000.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.




Contigency 5% = Rp.Overhead 5% = Rp.INDIRECT COST = Rp.TOTAL COST BEFORE PROFIT = Rp.Profit 10% = Rp.TOTAL COST WITH PROFIT = Rp.

Harga Satuan Pekerjaan untuk 1 m² bekisting untuk kolom = Rp.

3.3.5 1 m³ Cor Beton Kolom 1 PC : 1,5 PB : 2,5 Kr ( Lihat Perhitungan 3.1.5 )

Bahan (perhitungan lihat 3.1.5) = Rp.Upah tenaga kerja (perhitungan lihat 3.1.5) = Rp.

3.3.6 Pasang 1 Angker Ø 19 (L = 600 mm)BahanAngker = 1.0000 bh x Rp. 32,000.00 = Rp.TOTAL = Rp.waste 5%

DIRECT COST = Rp.



Upah Tenaga KerjaTukang Besi = 0.0100 OH x Rp. 85,000.00 = Rp.Tukang Las = 0.2000 OH x Rp. 85,000.00 = Rp.Mandor = 0.0500 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.



Harga Satuan Pekerjaan untuk Pasang 1 Angker Ø 19 (L = 600 mm) = Rp.

3.4 PEKERJAAN BALOK3.4.1 1 kg Pembesian dengan besi ulir D16

BahanBesi beton ulir = 1.0500 kg x Rp. 9,200.00 = Rp.Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp.TOTAL = Rp.Waste 5% = Rp.

DIRECT COST = Rp.






3.4.2 1 kg Pembesian dengan besi ulir D19BahanBesi beton ulir = 1.0500 kg x Rp. 9,200.00 = Rp.Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp.TOTAL = Rp.Waste 5% = Rp.

DIRECT COST = Rp.






3.4.3 1 kg Pembesian dengan besi polos ø8BahanBesi beton polos = 1.0500 kg x Rp. 8,000.00 = Rp.Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp.TOTAL = Rp.Waste 5% = Rp.

DIRECT COST = Rp.


TOTAL COST BEFORE PROFIT = Rp.

Profit 10% = Rp.TOTAL COST WITH PROFIT = Rp.

Upah Tenaga Kerja = Rp.(Lihat Perhitungan 3.1.2)Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi polos ø8 = Rp.

3.4.4 1 m² bekisting untuk balokBahanKayu terentang = 0.0400 m³ x Rp. 3,000,000.00 = Rp.Paku biasa 2'' - 5" = 0.4000 kg x Rp. 15,000.00 = Rp.Minyak bekisting = 0.2000 liter x Rp. 7,000.00 = Rp.Balok kayu borneo = 0.0180 m³ x Rp. 3,500,000.00 = Rp.Plywood tebal 9 mm = 0.3500 lembar x Rp. 130,000.00 = Rp.Dolken kayu galam Ø8 - 10/4 m = 2.0000 batang x Rp. 10,000.00 = Rp.TOTAL = Rp.Waste 5% = Rp.DIRECT COST = Rp.




Contigency 5% = Rp.Overhead 5% = Rp.INDIRECT COST = Rp.TOTAL COST BEFORE PROFIT = Rp.Profit 10% = Rp.TOTAL COST WITH PROFIT = Rp.

Harga Satuan Pekerjaan untuk 1 m² bekisting untuk balok = Rp.

3.4.5 1 m³ Cor Beton Balok 1 PC : 1,5 PB : 2,5 Kr ( Lihat Perhitungan 3.1.5 )Bahan (perhitungan lihat 3.1.5) = Rp.Upah tenaga kerja (perhitungan lihat 3.1.5) = Rp.

4. PEKERJAAN AKHIR PROYEK

4.1 1 m² Pembersihan LahanUpah Tenaga KerjaPekerja = 0.1000 OH x Rp. 70,000.00 = Rp.Mandor = 0.0050 OH x Rp. 120,000.00 = Rp.DIRECT COST = Rp.



Harga Satuan Pekerjaan untuk 1 m² Pembersihan Lahan = Rp.

( Lihat I.1 )

ANALISA HARGA SATUAN PEKERJAANPEKERJAAN PERSIAPAN1 m² Pembersihan Lahan

Semen abu-abu7,000.00 Seng selombang 3'' - 5''

600.00 Pasir beton7,600.00 Koral beton

Kayu Biasa 5/7380.00 Paku Biasa 2'' - 5''380.00 Meni besi760.00 Papan Kayu 3/20

Pasir Urug8,360.00 besi beton polos

836.00 besi beton ulir9,196.00 kawat beton9,196.00 kayu terentang

minyak bekisting1 m² Pemasangan pagar sementara dari seng gelombang tinggi 2 m balok kayu borneo

plywood tebal 9mm12,500.00

3,750.00 angker102,000.00

825.001,575.00

151,200.00900.00

7,515.00 Tukang Las280,265.00 Tukang Besi

14,013.25 Tukang Batu294,278.25 Tukang Kayu

Pekerja14,713.91 Kepala Tukang14,713.91 Mandor29,427.83

323,706.0832,370.61

356,076.68

28,000.0017,000.00

2,200.002,400.00

49,600.00

2,480.002,480.004,960.00

Dolken kayu Ø8 - 10/400 cm

54,560.005,456.00

60,016.00416,092.68

25,200.00300.00

5,950.0031,450.00

1,572.5033,022.50

1,651.131,651.133,302.25

36,324.753,632.48

39,957.23

7,000.008,500.001,100.00

600.0017,200.00

860.00860.00

1,720.00

18,920.001,892.00

20,812.00

60,769.23

28,000.004,800.00

32,800.00

1,640.001,640.003,280.00

36,080.003,608.00

39,688.00

39,688.00

39,688.00

39,688.00

186,000.009,300.00

195,300.00

9,765.009,765.00

19,530.00

214,830.0021,483.00

236,313.00

21,000.001,200.00

22,200.00

1,110.001,110.002,220.00

24,420.002,442.00

26,862.00

263,175.00

35,000.006,000.00

41,000.00

2,050.002,050.004,100.00

45,100.004,510.00

49,610.0049,610.00

236,313.0026,862.00

263,175.00

49,610.0049,610.00

13,440.002,280.00

15,720.00

786.00786.00

1,572.00

17,292.001,729.20

19,021.20

19,021.20

49,610.00

49,610.00

36,120.006,000.00

42,120.00

2,106.002,106.004,212.00

46,332.004,633.20

50,965.20

50,965.20

17,409.004,603.508,120.00

30,132.501,506.63

31,639.13

1,581.961,581.963,163.91

34,803.043,480.30

38,283.34

9,450.001,700.00

220.00720.00

12,090.00

604.50604.50

1,209.00

13,299.001,329.90

14,628.90

52,912.24

9,660.00

277.509,937.50

496.8810,434.38

521.72521.72

1,043.44

11,477.811,147.78

12,625.59

490.00595.00

77.0036.00

1,198.00

59.9059.90

119.80

1,317.80131.78

1,449.58

14,075.17

9,660.00277.50

9,937.50496.88

10,434.38

521.72521.72

1,043.44

11,477.811,147.78

12,625.59

1,449.58

14,075.17

120,000.004,500.00

700.00125,200.00

6,260.00131,460.00

6,573.006,573.00

13,146.00

144,606.0014,460.60

159,066.60

21,000.0022,100.00

2,860.00600.00

46,560.00

2,328.002,328.004,656.00

51,216.005,121.60

56,337.60

215,404.20

610,252.5080,520.00

142,450.00833,222.50

41,661.13874,883.63

43,744.1843,744.18

87,488.36

962,371.9996,237.20

1,058,609.19

115,500.0021,250.00

2,750.009,600.00

149,100.00

7,455.007,455.00

14,910.00

164,010.0016,401.00

180,411.001,239,020.19

38,283.3414,628.90

12,625.591,449.58

8,400.00277.50

8,677.50433.88

9,111.38

455.57455.57911.14

10,022.511,002.25

11,024.76

1,449.58

12,474.34

135,000.004,500.00

700.00140,200.00

7,010.00

147,210.00

7,360.507,360.50

14,721.00

161,931.0016,193.10

178,124.10

21,000.0022,100.00

2,860.00600.00

46,560.00

2,328.002,328.004,656.00

51,216.005,121.60

56,337.60

234,461.70

1,058,609.19180,411.00

9,660.00277.50

9,937.50496.88

10,434.38

521.72521.72

1,043.44

11,477.811,147.78

12,625.59

1,449.58

14,075.17

9,660.00277.50

9,937.50496.88

10,434.38

521.72521.72

1,043.44

11,477.811,147.78

12,625.59

1,449.58

14,075.17

8,400.00277.50

8,677.50433.88

9,111.38

455.57455.57911.14

10,022.511,002.25

11,024.76

1,449.58

12,474.34

120,000.006,000.001,400.00

52,500.0045,500.0020,000.00

245,400.0012,270.00

257,670.00

12,883.5012,883.5025,767.00

283,437.0028,343.70

311,780.70

21,000.0028,050.00

3,630.00720.00

53,400.00

2,670.002,670.005,340.00

58,740.005,874.00

64,614.00

376,394.70

1,058,609.19180,411.00

32,000.0032,000.00

1,600.00

33,600.00

1,680.001,680.003,360.00

36,960.003,696.00

40,656.00

850.0017,000.00

6,000.0023,850.00

1,192.501,192.502,385.00

26,235.002,623.50

28,858.50

69,514.50

9,660.00277.50

9,937.50496.88

10,434.38

521.72521.72

1,043.44

11,477.811,147.78

12,625.59

1,449.58

14,075.17

9,660.00277.50

9,937.50496.88

10,434.38

521.72521.72

1,043.44

11,477.811,147.78

12,625.59

1,449.58

14,075.17

8,400.00277.50

8,677.50433.88

9,111.38

455.57455.57911.14

10,022.51

1,002.2511,024.76

1,449.58

12,474.34

120,000.006,000.001,400.00

63,000.0045,500.0020,000.00

255,900.0025,590.00

281,490.00

14,074.5014,074.5028,149.00

309,639.0030,963.90

340,602.90

21,000.0028,050.00

3,630.00720.00

53,400.00

2,670.002,670.005,340.00

58,740.005,874.00

64,614.00

405,216.90

1,058,609.19180,411.00

1 m² Pembersihan Lahan

7,000.00600.00

7,600.00

380.00380.00760.00

8,360.00836.00

9,196.00

9,196.00

http://gresik.co/info-daftar-harga/harga-bahan-bangunan/info-harga-upah-pekerja-bangunan-2013-201410,000.00

1,500.0085,000.00

165,000.00 http://indonetwork.co.id/pasir_beton/prod175,000.00

2,100,000.0015,000.0016,700.00 http://global-optima.com/index.php?option=com_content&view=article&id=35:harga-bahan-bangunan-2012&catid=3:price-list&Itemid=31

850,000.00155,000.00 https://docs.google.com/viewer?a=v&q=cache:mEcyCgfedeIJ:westpex.co.id/Bahan%2520Bangunan%2520Material%2520Bangunan%2520-%2520Daftar%2520Harga%2520-.pdf+harga+koral+beton&hl=id&gl=id&pid=bl&srcid=ADGEESj8PVU_aEJr2oXzyJ5BDm6p8sfMEI8xDeDbt3Pc_MYbQsNlDwAsktBT136-N7IjiF7xe19SkEhYmwjOFOoXpvqtjecN1AgOPK6t6egrLbdpW5lUyUxZexB0f4JPQFLR3aDprV9d&sig=AHIEtbSCvQRwQ-cui9JnbmYpD6QJa1sBsQ

8,0009,200 http://global-optima.com/index.php?option=com_content&view=article&id=35:harga-bahan-bangunan-2012&catid=3:price-list&Itemid=31

18,500 http://global-optima.com/index.php?option=com_content&view=article&id=35:harga-bahan-bangunan-2012&catid=3:price-list&Itemid=313000000

70003500000

130000

32000

8500085000

85,000.0085,000.0070,000.00

110,000.00120,000.00

http://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsx


http://global-optima.com/index.php?option=com_content&view=article&id=35:harga-bahan-bangunan-2012&catid=3:price-list&Itemid=31



http://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsx













8,0009,200

18,5003000000

70003500000

13000085000

85,000.0085,000.0070,000.00

110,000.00120,000.00

1,500.0085,000.00

165,000.00175,000.00

2,100,000.0015,000.0016,700.00

850,000.00155,000.00

8,0009,200

18,5003000000

70003500000

130000

32000

8500085000

85,000.0085,000.0070,000.00

110,000.00120,000.00

10,000.00Semen abu-abu 1,500.00Seng selombang 3'' - 5'' 85,000.00Pasir beton 165,000.00Koral beton 175,000.00Kayu Biasa 5/7 2,100,000.00Paku Biasa 2'' - 5'' 15,000.00Meni besi 16,700.00Papan Kayu 3/20 850,000.00Pasir Urug 155,000.00besi beton polos 8,000besi beton ulir 9,200kawat beton 18,500kayu terentang 3000000minyak bekisting 7000balok kayu borneo 3500000plywood tebal 9mm 130000

angker 32000


Tukang Las 85000Tukang Besi 85000Tukang Batu 85,000.00Tukang Kayu 85,000.00Pekerja 70,000.00Kepala Tukang 110,000.00Mandor 120,000.00

10,000.00Semen abu-abu 1,500.00Seng selombang 3'' - 5'' 85,000.00Pasir beton 165,000.00Tukang Besi 85000Tukang Batu 85,000.00Tukang Kayu 85,000.00Pekerja 70,000.00Kepala Tukang 110,000.00Mandor 120,000.00


http://gresik.co/info-daftar-harga/harga-bahan-bangunan/info-harga-upah-pekerja-bangunan-2013-2014


https://docs.google.com/viewer?a=v&q=cache:mEcyCgfedeIJ:westpex.co.id/Bahan%2520Bangunan%2520Material%2520Bangunan%2520-%2520Daftar%2520Harga%2520-.pdf+harga+koral+beton&hl=id&gl=id&pid=bl&srcid=ADGEESj8PVU_aEJr2oXzyJ5BDm6p8sfMEI8xDeDbt3Pc_MYbQsNlDwAsktBT136-N7IjiF7xe19SkEhYmwjOFOoXpvqtjecN1AgOPK6t6egrLbdpW5lUyUxZexB0f4JPQFLR3aDprV9d&sig=AHIEtbSCvQRwQ-cui9JnbmYpD6QJa1sBsQ

http://global-optima.com/index.php?option=com_content&view=article&id=35:harga-bahan-bangunan-2012&catid=3:price-list&Itemid=31http://global-optima.com/index.php?option=com_content&view=article&id=35:harga-bahan-bangunan-2012&catid=3:price-list&Itemid=31






http://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsxhttp://z3lcy588.files.wordpress.com/2012/06/harga-satuan-upah-terbaru.xlsx
















BILL OF QUANTITYProject no. :Project name:Location: Unit/Package:Type of works:

No. Deskripsi Pekerjaan Vol. UnitBahan

Har. Sat Total (Rp.) (Rp.)

1 PEKERJAAN PERSIAPAN

1.1 Pembersihan lahan 240 0.00 0.00

1.2 64 m' 294,278.25 18,833,808.00

1.3 43.4 m' 33,022.50 1,433,176.50

TOTAL PEKERJAAN PERSIAPAN 20,266,984.50

2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi 15.55 0.00 0.00

2.3 Pek. galian tanah sloof 11.09 0.00 0.00

2.4 Pek. urugan pasir bawah pondasi 2.92 195,300.00 570,276.00

2.5 Pek. pemadatan pasir bawah pondasi 2.92 0.00 0.00

2.8 Pek. urugan pasir bawah sloof 3.28 195,300.00 640,584.00

2.9 Pek. pemadatan pasir bawah sloof 3.28 0.00 0.00

2.10 Pek. urugan tanah kembali 16.66 0.00 0.00

2.11 Pek. pemadatan urugan tanah kembali 16.66 0.00 0.00

2.12 Pek. buang tanah sisa galian 9.98 0.00 0.00

TOTAL PEKERJAAN TANAH 1,210,860.00

3 PEKERJAAN BETON BERTULANG

3.1 PEKERJAAN PONDASI

3.1.1 19.44 31,639.12 615,064.57

3.1.2 Pembesian tulangan D13 pondasi 104.13 kg 10,434.37 1,086,531.15

3.1.3 Pembesian tulangan D16 pondasi 188.08 kg 10,434.37 1,962,496.67

3.1.4 Bekisting plat pondasi 5.76 131,460.00 757,209.60

3.1.5 1.73 874,883.63 1,513,548.68

m2

Pemasangan pagar sementara dari seng gelombang 2 meter

Pengukuran dan pemasangan bouwplank

m3

m3

m3

m3

m3

m3

m3

m3

m3

Pengecoran lantai kerja plat pondasi (1PC : 3 PB : 5Kr) tebal 5 cm m2

m2

Pengecoran plat pondasi dengan mutu (1 PC : 1,5 PB : 2,5 Kr) m3

TOTAL PEKERJAAN PONDASI 5,934,850.66

3.2 PEKERJAAN BETON SLOOF

3.2.1 21.84 31,639.12 690,998.47

3.2.2 Pembesian tulangan D16 sloof 234.86 kg 10,434.37 2,450,616.58

3.2.3 Pembesian sengkang sloof (ø8-150) 95.17 kg 9,111.37 867,129.26

3.2.4 Bekisting sloof 26.88 147,210.00 3,957,004.80

3.2.5 2.69 874,883.63 2,353,436.96

TOTAL PEKERJAAN SLOOF 10,319,186.08

3.3 PEKERJAAN BETON KOLOM

3.3.1 Pembesian tulangan D16 kolom 182.77 kg 10,434.37 1,907,090.15

3.3.2 Pembesian tulangan D19 kolom 258.74 kg 10,434.37 2,699,789.39

3.3.3 Pembesian sengkang kolom (ø8-150) 74.72 kg 9,111.37 680,801.71

3.3.4 Bekisting kolom 32.40 257,670.00 8,348,508.00

3.3.5 2.43 874,883.63 2,125,967.22

3.3.6 Angker ø19mm ( L= 600 mm ) 12.00 bh 33,600.00 403,200.00

TOTAL PEKERJAAN KOLOM 16,165,356.46

3.4 PEKERJAAN BETON BALOK

3.4.1 Pembesian tulangan D16 balok 123.52 kg 10,434.37 1,559,513.34

3.4.2 Pembesian tulangan D19 balok 175.18 kg 10,434.37 2,211,751.51

3.4.3 Pembesian sengkang balok (ø8-150) 92.79 kg 9,111.37 1,022,987.84

3.4.4 Bekisting balok 33.60 281,490.00 10,908,817.92

3.4.5 2.69 874,883.63 2,353,436.96

TOTAL PEKERJAAN BALOK 18,056,507.57

4 PEKERJAAN AKHIR PROYEK

4.1 Pembersihan Akhir 240 0.00 0.00

TOTAL PEKERJAAN AKHIR PROYEK 0.000

Pengecoran lantai kerja sloof (1PC : 3 PB : 5Kr) tebal 5 cm m2

m2

Pengecoran sloof dengan mutu (1 PC : 1,5 PB : 2,5 Kr) m3

m2

Pengecoran kolom dengan mutu (1 PC : 1,5 PB : 2,5 Kr) m3

m2

Pengecoran balok dengan mutu (1 PC : 1,5 PB : 2,5 Kr) m3

m2

TOTAL 71,953,745.265

PT: Date: Estimator: Page:

Upah Pekerjaan Bobot (%)Har. Sat Total Har. Sat Total

(Rp.) (Rp.) (Rp.) (Rp.)

PEKERJAAN PERSIAPAN

7,600.00 1,824,000.00 7,600.00 1,824,000.00 1.69%

49,600.00 3,174,400.00 343,878.25 22,008,208.00 20.45%

17,200.00 746,480.00 50,222.50 2,179,656.50 2.03%

5,744,880.00 26,011,864.50

PEKERJAAN TANAH

32,800.00 510,040.00 32,800.00 510,040.00 0.47%

32,800.00 363,752.00 32,800.00 363,752.00 0.34%

22,200.00 64,824.00 217,500.00 635,100.00 0.59%

41,000.00 119,720.00 41,000.00 119,720.00 0.11%

22,200.00 72,816.00 217,500.00 713,400.00 0.66%

41,000.00 134,480.00 41,000.00 134,480.00 0.12%

15,720.00 261,895.20 15,720.00 261,895.20 0.24%

41,000.00 683,060.00 41,000.00 683,060.00 0.63%

42,120.00 420,357.60 42,120.00 420,357.60 0.39%

2,630,944.80 3,841,804.80

PEKERJAAN BETON BERTULANG

PEKERJAAN PONDASI

12,090.00 235,029.60 43,729.12 850,094.17 0.79%

1,198.00 124,747.74 11,632.37 1,211,278.89 1.13% 1.211,198.00 225,319.84 11,632.37 2,187,816.51 2.03%

46,560.00 268,185.60 178,020.00 1,025,395.20 0.95%

149,100.00 257,943.00 1,023,983.63 1,771,491.68 1.65%

1,111,225.78 7,046,076.44

PEKERJAAN BETON SLOOF

12,090.00 264,045.60 43,729.12 955,044.07 0.89%

1,198.00 281,362.28 11,632.37 2,731,978.86 2.54%

1,198.00 114,013.66 10,309.37 981,142.92 0.91%

46,560.00 1,251,532.80 193,770.00 5,208,537.60 4.84%

149,100.00 401,079.00 1,023,983.63 2,754,515.96 2.56%

2,312,033.34 12,631,219.42

PEKERJAAN BETON KOLOM

1,198.00 218,958.46 11,632.37 2,126,048.61 1.98%

1,198.00 309,970.52 11,632.37 3,009,759.91 2.80%

1,198.00 89,514.56 10,309.37 770,316.27 0.72%

53,400.00 1,730,160.00 311,070.00 10,078,668.00 9.36%

149,100.00 362,313.00 1,023,983.63 2,488,280.22 2.31%

23,850.00 286,200.00 57,450.00 689,400.00 0.64%

2,997,116.54 19,162,473.00

PEKERJAAN BETON BALOK

1,198.00 147,976.96 11,632.37 1,436,830.58 1.33%

1,198.00 209,865.64 11,632.37 2,037,758.91 1.89%

1,198.00 111,162.42 10,309.37 956,606.62 0.89%

53,400.00 1,794,240.00 334,890.00 11,252,304.00 10.45%

149,100.00 401,079.00 1,023,983.63 2,754,515.96 2.56%

2,664,324.02 18,438,016.07

7,600.00 1,824,000.00 7,600.00 1,824,000.00 1.69%

1,824,000.000 1,824,000.000

19,284,524.480 88,955,454.223 82.64%

No. Deskripsi Pekerjaan Durasi Bobot 1

1 Pekerjaan persiapan (hari) (%) 1 21.1 Pek. pembersihan lahan 4 1.69 0.42 0.421.2 2 20.451.3 Pek. pemasangan bouwplank 2 2.032 Pekerjaan tanah

2.1 Pek. Galian tanah pondasi 2 0.472.2 Pek. Galian tanah sloof 2 0.342.3 Pek. Urugan pasir bawah pondasi 1 0.592.4 Pek. Pemadatan pasir bawah pondasi 1 0.112.5 Pek. Urugan pasir bawah sloof 1 0.662.6 Pek. Pemadatan pasir bawah sloof 1 0.122.7 Pek. Urugan kembali 1 0.242.8 Pek. Pemadatan urugan kembali 1 0.632.9 Pek. Buang tanah sisa galian 1 0.393 Pekerjaan beton bertulang

3.1 Pek. Beton plat pondasi3.1.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) 1 0.793.1.2 Pek. Pembesian D13 2 3.163.1.3 Pek. Pembesian D163.1.4 Pek. Bekisting pondasi 1 0.953.1.5 Pek. Pengecoran pondasi (1 PC : 1,5 PB : 2,5 Kr) 1 1.653.2 Pek. Beton sloof

3.2.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) 1 0.893.2.2 Pek. Pembesian D16 2 3.453.2.3 Pek. Pembesian sengkang ø83.2.4 Pek. Bekisting sloof 1 4.843.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 Kr) 1 2.563.3 Pek. Beton kolom

3.3.1 Pek. Pembesian D162 5.503.3.2 Pek. Pembesian D19

3.3.3 Pek. Pembesian sengkang ø83.3.4 Pek. Bekisting kolom 1 9.363.3.5 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 Kr) 1 2.313.3.6 Pek. Pemasangan angker ø19 1 0.643.4 Pek. Beton balok

3.4.1 Pek. Bekisting balok 2 10.453.4.2 Pek. Pembesian D16

2 4.113.4.3 Pek. Pembesian D193.4.4 Pek. Pembesian sengkang ø83.4.5 Pek. Pengecoran balok (1 PC : 1,5 PB : 2,5 Kr) 1 2.56

4 Pek. Akhir proyek4.1 Pek. Pembersihan lahan akhir 4 1.69

Jumlah bobot rencana 82.63 23.16Kumulatif bobot rencana 0.00 23.16

0.42 0.4223.16

Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m

1 2 3

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

0.42 0.4210.23 10.23

1.02 1.02

0.24 0.240.17 0.17

0.590.11

0.660.12

0.79

23.16 2.53 7.3323.16 25.69 33.02

0.42 0.42 10.23 10.23 1.02 1.02 0.24 0.24 0.17 0.17 0.59 0.11 0.66 0.12 0.7923.16 2.53 7.33

3 4 5

18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

0.24

1.58 1.58

0.951.65

0.89

1.73 1.73

4.842.56

2.75 2.75

9.362.31

0.64

7.33 17.24 24.0133.02 50.26 74.27

1.58 1.58 0.95 1.65 0.89 1.73 1.73 4.84 2.56 2.75 2.75 9.36 0.64 2.31 0.247.33 17.24 24.02

5 6

33 34 35 36 37 38 39 40 41 42

100.097.595.092.590.087.585.082.580.077.575.0

0.63 72.50.39 70.0

67.565.062.560.057.555.052.550.047.545.042.540.037.535.032.530.027.525.022.520.017.5

10.45 15.0

2.06 2.0612.510.0

7.52.56 5.0

2.50.423 0.423 0.423 0.423 0.0

24.01 8.3674.27 82.63

0.63 0.39 10.45 2.06 2.06 2.56 0.42 0.42 0.42 0.4224.02 8.36 82.63

BILL OF QUANTITYProject no. :Project name:Location: Unit/Package:Type of works:

No. Deskripsi Pekerjaan Vol. UnitBahan


1 PEKERJAAN PERSIAPAN1.1 Pembersihan lahan 240 0.00 0.00

1.2 64 m' 323,705.45 20,717,148.80

1.3 43.4 m' 36,324.75 1,576,494.15


2 PEKERJAAN TANAH2.1 Pek. galian tanah pondasi 15.55 0.00 0.002.3 Pek. galian tanah sloof 11.09 0.00 0.002.4 Pek. urugan pasir bawah pondasi 2.92 214,830.00 627,303.602.5 Pek. pemadatan pasir bawah pondasi 2.92 0.00 0.002.8 Pek. urugan pasir bawah sloof 3.28 214,830.00 704,642.402.9 Pek. pemadatan pasir bawah sloof 3.28 0.00 0.00

2.10 Pek. urugan tanah kembali 16.66 0.00 0.002.11 Pek. pemadatan urugan tanah kembali 16.66 0.00 0.002.12 Pek. buang tanah sisa galian 9.98 0.00 0.00


3 PEKERJAAN BETON BERTULANG3.1 PEKERJAAN PONDASI

3.1.1 19.4434,803.04

676,571.03

3.1.2 Pembesian tulangan D13 pondasi 104.13 kg 11,477.81 1,195,184.263.1.3 Pembesian tulangan D16 pondasi 188.08 kg 11,477.81 2,158,746.333.1.4 Bekisting plat pondasi 5.76 144,606.00 832,930.56

3.1.5 1.73962,371.99

1,664,903.54



3.2.1 21.8434,803.04

760,098.31

m2

Pemasangan pagar sementara dari seng gelombang 2 meterPengukuran dan pemasangan bouwplank

m3

m3

m3

m3

m3

m3

m3

m3

m3


m2



3.2.2 Pembesian tulangan D16 sloof 234.86 kg 11,477.81 2,695,678.24

3.2.3 Pembesian sengkang sloof (ø8-150) 95.17 kg10,022.51

953,842.19

3.2.4 Bekisting sloof 26.88 161,931.00 4,352,705.28

3.2.5 2.69962,371.99

2,588,780.66


3.3 PEKERJAAN BETON KOLOM3.3.1 Pembesian tulangan D16 kolom 182.77 kg 11,477.81 2,097,799.173.3.2 Pembesian tulangan D19 kolom 258.74 kg 11,477.81 2,969,768.32

3.3.3 Pembesian sengkang kolom (ø8-150) 74.72 kg10,022.51

748,881.88

3.3.4 Bekisting kolom 32.40 283,437.00 9,183,358.80

3.3.5 2.43962,371.99

2,338,563.94

3.3.6 Angker ø19mm ( L= 600 mm ) 12.00 bh 36,960.00 443,520.00


3.4 PEKERJAAN BETON BALOK3.4.1 Pembesian tulangan D16 balok 123.52 kg 11,477.81 1,559,513.343.4.2 Pembesian tulangan D19 balok 175.18 kg 11,477.81 2,211,751.51

3.4.3 Pembesian sengkang balok (ø8-150) 92.79 kg10,022.51

1,022,987.84

3.4.4 Bekisting balok 33.60 309,639.00 10,908,817.92

3.4.5 2.69962,371.99

2,588,780.66


4 PEKERJAAN AKHIR PROYEK4.1 Pembersihan Akhir 240 0.00 0.00

TOTAL PEKERJAAN AKHIR PROYEK 0.000

TOTAL 77,578,772.731

m2


m2


m2


m2

PT: Date: Estimator: Page:

Upah Pekerjaan Bobot (%)Har. Sat Total Har. Sat Total

(Rp.) (Rp.) (Rp.) (Rp.)

PEKERJAAN PERSIAPAN8,360.00 2,006,400.00 8,360.00 2,006,400.00 1.86%

54,560.00 3,491,840.00 378,265.45 24,208,988.80 22.49%

18,920.00 821,128.00 55,244.75 2,397,622.15 2.23%

6,319,368.00 28,613,010.95

PEKERJAAN TANAH36,080.00 561,044.00 36,080.00 561,044.00 0.52%36,080.00 400,127.20 36,080.00 400,127.20 0.37%24,420.00 71,306.40 239,250.00 698,610.00 0.65%45,100.00 131,692.00 45,100.00 131,692.00 0.12%24,420.00 80,097.60 239,250.00 784,740.00 0.73%45,100.00 147,928.00 45,100.00 147,928.00 0.14%17,292.00 288,084.72 17,292.00 288,084.72 0.27%45,100.00 751,366.00 45,100.00 751,366.00 0.70%46,332.00 462,393.36 46,332.00 462,393.36 0.43%

2,894,039.28 4,225,985.28

PEKERJAAN BETON BERTULANGPEKERJAAN PONDASI

13,299.00258,532.56 48,102.04 935,103.59 0.87%

1,317.80 137,222.51 12,795.61 1,332,406.77 1.24%1,317.80 247,851.82 12,795.61 2,406,598.16 2.24%

51,216.00 295,004.16 195,822.00 1,127,934.72 1.05%

164,010.00283,737.30 1,126,381.99 1,948,640.84 1.81%

1,222,348.36 7,750,684.08


13,299.00290,450.16 48,102.04 1,050,548.47 0.98%

1,317.80 309,498.51 12,795.61 3,005,176.75 2.79%

1,317.80125,415.03 11,340.31 1,079,257.22 1.00%

51,216.00 1,376,686.08 213,147.00 5,729,391.36 5.32%

164,010.00441,186.90 1,126,381.99 3,029,967.56 2.82%

2,543,236.67 13,894,341.36

PEKERJAAN BETON KOLOM1,317.80 240,854.31 12,795.61 2,338,653.47 2.17%1,317.80 340,967.57 12,795.61 3,310,735.90 3.08%

1,317.8098,466.02 11,340.31 847,347.90 0.79%

58,740.00 1,903,176.00 342,177.00 11,086,534.80 10.30%

164,010.00398,544.30 1,126,381.99 2,737,108.24 2.54%

26,235.00 314,820.00 63,195.00 758,340.00 0.70%

3,296,828.19 21,078,720.30

PEKERJAAN BETON BALOK1,317.80 162,774.66 12,795.61 1,580,513.63 1.47%1,317.80 230,852.20 12,795.61 2,241,534.80 2.08%

1,317.80122,278.66 11,340.31 1,052,267.28 0.98%

58,740.00 1,973,664.00 368,379.00 12,377,534.40 11.50%

164,010.00441,186.90 1,126,381.99 3,029,967.56 2.82%

2,930,756.42 20,281,817.67

8,360.00 2,006,400.00 8,360.00 2,006,400.00 1.86%

2,006,400.000 2,006,400.000

21,212,976.928 97,850,959.645 90.48%

No. Deskripsi Pekerjaan Durasi Bobot 1

1 Pekerjaan persiapan (hari) (%) 1 21.1 Pek. pembersihan lahan 4 1.86 0.47 0.471.2 2 22.491.3 Pek. pemasangan bouwplank 2 2.232 Pekerjaan tanah

2.1 Pek. Galian tanah pondasi 2 0.522.2 Pek. Galian tanah sloof 2 0.372.3 Pek. Urugan pasir bawah pondasi 1 0.652.4 Pek. Pemadatan pasir bawah pondasi 1 0.122.5 Pek. Urugan pasir bawah sloof 1 0.732.6 Pek. Pemadatan pasir bawah sloof 1 0.142.7 Pek. Urugan kembali 1 0.272.8 Pek. Pemadatan urugan kembali 1 0.702.9 Pek. Buang tanah sisa galian 1 0.433 Pekerjaan beton bertulang

3.1 Pek. Beton plat pondasi3.1.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) 1 0.873.1.2 Pek. Pembesian D13 2 3.483.1.3 Pek. Pembesian D163.1.4 Pek. Bekisting pondasi 1 1.053.1.5 Pek. Pengecoran pondasi (1 PC : 1,5 PB : 2,5 Kr) 1 1.813.2 Pek. Beton sloof

3.2.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) 1 0.983.2.2 Pek. Pembesian D16 2 3.793.2.3 Pek. Pembesian sengkang ø83.2.4 Pek. Bekisting sloof 1 5.323.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 Kr) 1 2.823.3 Pek. Beton kolom

3.3.1 Pek. Pembesian D162 6.043.3.2 Pek. Pembesian D19

3.3.3 Pek. Pembesian sengkang ø83.3.4 Pek. Bekisting kolom 1 10.303.3.5 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 Kr) 1 2.543.3.6 Pek. Pemasangan angker ø19 1 0.703.4 Pek. Beton balok

3.4.1 Pek. Bekisting balok 2 11.503.4.2 Pek. Pembesian D16

2 4.533.4.3 Pek. Pembesian D193.4.4 Pek. Pembesian sengkang ø83.4.5 Pek. Pengecoran balok (1 PC : 1,5 PB : 2,5 Kr) 1 2.82


Jumlah bobot rencana 90.92 25.47Kumulatif bobot rencana 0.00 25.47

0.47 0.4725.46


1 2 3

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

0.47 0.4711.25 11.25

1.12 1.12

0.26 0.260.19 0.19

0.650.12

0.730.14

0.87

25.47 2.78 8.0825.47 28.25 36.33

0.47 0.47 11.25 11.25 1.12 1.12 0.26 0.26 0.19 0.19 0.65 0.12 0.73 0.14 0.8725.46 2.78 8.08

90.92

3 4 5

18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

0.27

1.74 1.74

1.051.81

0.98

1.90 1.90

5.322.82

3.02 3.02

10.302.54

0.70

8.08 18.95 26.4336.33 55.28 81.71

1.74 1.74 1.05 1.81 0.98 1.90 1.90 5.32 2.82 3.02 3.02 10.30 0.70 2.54 0.278.08 18.95 26.44

5 6

33 34 35 36 37 38 39 40 41 42

100.097.595.092.590.087.585.082.580.077.575.0

0.70 72.50.43 70.0

67.565.062.560.057.555.052.550.047.545.042.540.037.535.032.530.027.525.022.520.017.5

11.50 15.0

2.27 2.2712.510.0

7.52.82 5.0

2.50.465 0.465 0.465 0.465 0.0

26.43 9.2181.71 90.92

0.70 0.43 11.50 2.27 2.27 2.82 0.47 0.47 0.47 0.4726.44 9.21

BILL OF QUANTITYProject no. : PT: Project name: Date: Location: Estimator: Unit/Package: Page:Type of works:

No. Deskripsi Pekerjaan Vol. UnitBahan Upah Pekerjaan

Har. Sat Total Har. Sat Total Har. Sat Total (Rp.) (Rp.) (Rp.) (Rp.) (Rp.) (Rp.)

1 PEKERJAAN PERSIAPAN1.1 Pembersihan lahan 240 0.00 0.00 9,196.00 2,207,040.00 9,196.00 2,207,040.00

1.2 64 m' 356,076.00 22,788,864.00 60,016.00 3,841,024.00 416,092.00 26,629,888.00

1.3 43.4 m' 39,957.23 1,734,143.78 20,812.00 903,240.80 60,769.23 2,637,384.58

TOTAL PEKERJAAN PERSIAPAN 24,523,007.78 6,951,304.80 31,474,312.58

2 PEKERJAAN TANAH2.1 Pek. galian tanah pondasi 15.55 0.00 0.00 39,688.00 617,148.40 39,688.00 617,148.40

2.3 Pek. galian tanah sloof 11.09 0.00 0.00 39,688.00 440,139.92 39,688.00 440,139.92

2.4 Pek. urugan pasir bawah pondasi 2.92 236,313.00 690,033.96 26,862.00 78,437.04 263,175.00 768,471.00

2.5 Pek. pemadatan pasir bawah pondasi 2.92 0.00 0.00 49,610.00 144,861.20 49,610.00 144,861.20

2.8 Pek. urugan pasir bawah sloof 3.28 236,313.00 775,106.64 26,862.00 88,107.36 263,175.00 863,214.00

2.9 Pek. pemadatan pasir bawah sloof 3.28 0.00 0.00 49,610.00 162,720.80 49,610.00 162,720.80

2.10 Pek. urugan tanah kembali 16.66 0.00 0.00 19,021.20 316,893.19 19,021.20 316,893.19

m2



m3

m3

m3

m3

m3

m3

m3

2.11 16.66 0.00 0.00 49,610.00 826,502.60 49,610.00 826,502.60

2.12 Pek. buang tanah sisa galian 9.98 0.00 0.00 50,965.20 508,632.70 50,965.20 508,632.70

TOTAL PEKERJAAN TANAH 1,465,140.60 3,183,443.21 4,648,583.81


3.1.1 19.44 38,283.34 744,228.13 14,628.90 284,385.82 52,912.24 1,028,613.95

3.1.2 Pembesian tulangan D13 pondasi 104.13 kg 12,625.59 1,314,702.69 1,449.58 150,944.77 14,075.17 1,465,647.453.1.3 Pembesian tulangan D16 pondasi 188.08 kg 12,625.59 2,374,620.97 1,449.58 272,637.01 14,075.17 2,647,257.973.1.4 Bekisting plat pondasi 5.76 159,066.60 916,223.62 56,337.60 324,504.58 215,404.20 1,240,728.19

3.1.5 1.73 1,058,609.19 1,831,393.90 180,411.00 312,111.03 1,239,020.19 2,143,504.93

TOTAL PEKERJAAN PONDASI 7,181,169.30 1,344,583.19 8,525,752.49


3.2.1 21.84 38,283.34 836,108.15 14,628.90 319,495.18 52,912.24 1,155,603.32

3.2.2 Pembesian tulangan D16 sloof 234.86 kg 12,625.59 2,965,246.07 1,449.58 340,448.36 14,075.17 3,305,694.43

3.2.3 Pembesian sengkang sloof (ø8-150) 95.17 kg 11,024.76 1,049,226.41 1,449.58 137,956.53 12,474.34 1,187,182.94

3.2.4 Bekisting sloof 26.88 178,124.10 4,787,975.81 56,337.60 1,514,354.69 234,461.70 6,302,330.50

3.2.5 2.69 1,058,609.19 2,847,658.72 180,411.00 485,305.59 1,239,020.19 3,332,964.31

TOTAL PEKERJAAN SLOOF 12,486,215.15 2,797,560.34 15,283,775.49

Pek. pemadatan urugan tanah kembali m3

m3


m2



m2


3.3 PEKERJAAN BETON KOLOM3.3.1 Pembesian tulangan D16 kolom 182.77 kg 12,625.59 2,307,579.08 1,449.58 264,939.74 14,075.17 2,572,518.823.3.2 Pembesian tulangan D19 kolom 258.74 kg 12,625.59 3,266,745.16 1,449.58 375,064.33 14,075.17 3,641,809.49

3.3.3 Pembesian sengkang kolom (ø8-150) 74.72 kg 11,024.76 823,770.07 1,449.58 108,312.62 12,474.34 932,082.68

3.3.4 Bekisting kolom 32.40 311,780.70 10,101,694.68 64,614.00 2,093,493.60 376,394.70 12,195,188.28

3.3.5 2.43 1,058,609.19 2,572,420.33 180,411.00 438,398.73 1,239,020.19 3,010,819.06

3.3.6 Angker ø19mm ( L= 600 mm ) 12.00 bh 40,656.00 487,872.00 28,858.50 346,302.00 69,514.50 834,174.00

TOTAL PEKERJAAN KOLOM 19,560,081.32 3,626,511.01 23,186,592.33

3.4 PEKERJAAN BETON BALOK3.4.1 Pembesian tulangan D16 balok 123.52 kg 12,625.59 1,559,513.34 1,449.58 179,052.12 14,075.17 1,738,565.003.4.2 Pembesian tulangan D19 balok 175.18 kg 12,625.59 2,211,751.51 1,449.58 253,937.42 14,075.17 2,465,688.28

3.4.3 Pembesian sengkang balok (ø8-150) 92.79 kg 11,024.76 1,022,987.84 1,449.58 134,506.53 12,474.34 1,157,494.01

3.4.4 Bekisting balok 33.60 340,602.90 10,908,817.92 64,614.00 2,171,030.40 405,216.90 13,615,287.84

i3.4.5 2.69 1,058,609.19 2,847,658.72 180,411.00 485,305.59 1,239,020.19 3,332,964.31

TOTAL PEKERJAAN BALOK 18,550,729.33 3,223,832.06 22,309,999.44

4 PEKERJAAN AKHIR PROYEK4.1 Pembersihan Akhir 240 0.00 0.00 9,196.00 2,207,040.00 9,196.00 2,207,040.00

TOTAL PEKERJAAN AKHIR PROYEK 0.000 2,207,040.000 2,207,040.000

TOTAL 83,766,343.480 23,334,274.621 107,636,056.147PPN 10% 10,763,605.615

Total + PPN 118,399,661.761

m2


m2


m2

Bobot (%)

PEKERJAAN PERSIAPAN2.05%

24.74%

2.45%

PEKERJAAN TANAH0.57%

0.41%

0.71%

0.13%

0.80%

0.15%

0.29%

0.77%

0.47%


0.96%

1.36%2.46%1.15%

1.99%


1.07%

3.07%

1.10%

5.86%

3.10%

PEKERJAAN BETON KOLOM2.39%3.38%

0.87%

11.33%

2.80%

0.77%

PEKERJAAN BETON BALOK1.62%2.29%

1.08%

12.65%

3.10%

2.05%

100.00%

BARCHART SCHEDULENo. Deskripsi Pekerjaan Durasi Bobot 1 2 3 4 5

1 Pekerjaan persiapan (hari) (%) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35

1.1 Pek. pembersihan lahan 4 2.05 0.51 0.51 0.51 0.511.2 2 24.74 12.37 12.371.3 Pek. pemasangan bouwplank 2 2.45 1.23 1.232 Pekerjaan tanah

2.1 Pek. Galian tanah pondasi 2 0.57 0.29 0.292.2 Pek. Galian tanah sloof 2 0.41 0.21 0.212.3 Pek. Urugan pasir bawah pondasi 1 0.71 0.712.4 Pek. Pemadatan pasir bawah pondasi 1 0.13 0.132.5 Pek. Urugan pasir bawah sloof 1 0.80 0.802.6 Pek. Pemadatan pasir bawah sloof 1 0.15 0.152.7 Pek. Urugan kembali 1 0.29 0.292.8 Pek. Pemadatan urugan kembali 1 0.77 0.772.9 Pek. Buang tanah sisa galian 1 0.47 0.473 Pekerjaan beton bertulang

3.1 Pek. Beton plat pondasi3.1.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) 1 0.96 0.963.1.2 Pek. Pembesian D13 2 3.82 1.91 1.913.1.3 Pek. Pembesian D163.1.4 Pek. Bekisting pondasi 1 1.15 1.153.1.5 Pek. Pengecoran pondasi (1 PC : 1,5 PB : 2,5 Kr) 1 1.99 1.993.2 Pek. Beton sloof


3.2.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) 1 1.07 1.073.2.2 Pek. Pembesian D16 2 4.17

2.09 2.093.2.3 Pek. Pembesian sengkang ø83.2.4 Pek. Bekisting sloof 1 5.86 5.863.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 Kr) 1 3.10 3.103.3 Pek. Beton kolom

3.3.1 Pek. Pembesian D162 6.65 3.33 3.333.3.2 Pek. Pembesian D19

3.3.3 Pek. Pembesian sengkang ø83.3.4 Pek. Bekisting kolom 1 11.34 11.343.3.5 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 Kr) 1 2.80 2.803.3.6 Pek. Pemasangan angker ø19 1 0.783.4 Pek. Beton balok

3.4.1 Pek. Bekisting balok 2 12.66 12.663.4.2 Pek. Pembesian D16

2 4.99 2.503.4.3 Pek. Pembesian D193.4.4 Pek. Pembesian sengkang ø83.4.5 Pek. Pengecoran balok (1 PC : 1,5 PB : 2,5 Kr) 1 3.10


Jumlah bobot rencana 100.00 28.02 3.48 8.84 20.83 29.08Kumulatif bobot rencana 0.00 28.02 31.50 40.34 61.17 90.25

43.00 28.02 3.48 12.38 17.34 30.830.51 0.51 0.51 0.51 12.37 12.37 1.23 1.23 0.50 0.50 0.21 0.21 0.71 0.13 0.80 0.15 0.96 1.91 1.91 3.33 3.33 1.15 1.99 1.07 2.09 2.09 5.86 3.10 11.34 2.80 0.29 0.77 0.47 12.66 2.50

92.04

BARCHART SCHEDULE6

36 37 38 39 40 41 42 100.097.595.092.590.087.585.082.580.077.575.072.570.067.565.062.560.057.555.052.550.047.5

45.042.540.037.535.032.530.027.525.022.520.0

0.78 17.515.012.5

2.5010.0

7.55.0

3.10 2.50.0

0.513 0.513 0.513 0.5139.85

100.00

8.43 100.46 100.462.50 0.78 3.10 0.51 0.51 0.51 0.51

###

No. Deskripsi Pekerjaan Durasi Bobot 11 Pekerjaan persiapan (hari) (%) 1 2

1.1 Pek. pembersihan lahan 41.2 21.3 Pek. pemasangan bouwplank 22 Pekerjaan tanah

2.1 Pek. Galian tanah pondasi 22.2 Pek. Galian tanah sloof 22.3 Pek. Urugan pasir bawah pondasi 12.4 Pek. Pemadatan pasir bawah pondasi 12.5 Pek. Urugan pasir bawah sloof 12.6 Pek. Pemadatan pasir bawah sloof 12.7 Pek. Urugan kembali 12.8 Pek. Pemadatan urugan kembali 12.9 Pek. Buang tanah sisa galian 13 Pekerjaan beton bertulang

3.1 Pek. Beton plat pondasi3.1.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) 13.1.2 Pek. Pembesian D13 23.1.3 Pek. Pembesian D163.1.4 Pek. Bekisting pondasi 13.1.5 Pek. Pengecoran pondasi (1 PC : 1,5 PB : 2,5 Kr) 13.2 Pek. Beton sloof

3.2.1 Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr) 13.2.2 Pek. Pembesian D16 23.2.3 Pek. Pembesian sengkang ø83.2.4 Pek. Bekisting sloof 13.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 Kr) 13.3 Pek. Beton kolom

3.3.1 Pek. Pembesian D1623.3.2 Pek. Pembesian D19

3.3.3 Pek. Pembesian sengkang ø83.3.4 Pek. Bekisting kolom 13.3.5 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 Kr) 13.3.6 Pek. Pemasangan angker ø19 13.4 Pek. Beton balok

3.4.1 Pek. Bekisting balok 23.4.2 Pek. Pembesian D16

23.4.3 Pek. Pembesian D193.4.4 Pek. Pembesian sengkang ø83.4.5 Pek. Pengecoran balok (1 PC : 1,5 PB : 2,5 Kr) 1

4 Pek. Akhir proyek4.1 Pek. Pembersihan lahan akhir 4

Profit Jumlah bobot rencana 100.00 28.02Kumulatif bobot rencana 0.00 28.02Jumlah bobot rencana 90.92 25.47Kumulatif bobot rencana 0.00 25.47Jumlah bobot rencana 82.63 23.16


Without Profit

Direct Cost

Kumulatif bobot rencana 0.00 23.16Direct Cost

1 2 33 4 5 6 7 8 9 10 11 12 13 14 15 16 17

28.02 3.48 8.8428.02 31.50 40.3425.47 2.78 8.0825.47 28.25 36.3323.16 2.53 7.33

23.16 25.69 33.02

3 4 518 19 20 21 22 23 24 25 26 27 28 29 30 31 32

8.84 20.83 29.0840.34 61.17 90.258.08 18.95 26.43

36.33 55.28 81.717.33 17.24 24.01

33.02 50.26 74.27

5 633 34 35 36 37 38 39 40 41 42

29.08 9.8590.25 100.0026.43 9.2181.71 90.9224.01 8.36

74.27 82.63

KEBUTUHAN BAHAN BELI SEMEN

No. UraianVol. Pek. Indeks SNI

Qty Unit Qty Unit1 PEKERJAAN PERSIAPAN

1.1 Pemasangan pagar sementara 64 m' 2.5 kg/m'TOTAL PEKERJAAN PERSIAPAN

2 PEKERJAAN TANAH


3.1 Pekerjaan Beton Plat Pondasi

3.1.1 19.44 m2 11.606

3.1.2 1.73 m3 406.835

TOTAL PEKERJAAN PONDASI3.2 Pekerjaan Beton Sloof

3.2.1 21.84 m2 11.606

3.2.2 2.69 m3 406.835

TOTAL PEKERJAAN SLOOF3.3 Pekerjaan Beton Kolom

3.3.1 2.43 m3 406.835

TOTAL PEKERJAAN KOLOM3.4 Pekerjaan Balok

3.4.1 2.69 m3 406.835

TOTAL PEKERJAAN BALOK4 PEKERJAAN AKHIR PROYEK

TOTAL PEKERJAAN


kg/m2


kg/m3


kg/m2

Pengecoran sloof dengan mutu (1 PC : 1,5 PB : 2,5 Kr)

kg/m3

Pengecoran kolom dengan mutu (1 PC : 1,5 PB : 2,5 Kr)

kg/m3

Pengecoran balok induk dengan mutu (1 PC : 1,5 PB : 2,5 Kr)

kg/m3


Kg Kg Sak

PEKERJAAN PERSIAPAN160.0 160 4 Rp1,500.00 Rp240,000.00

TOTAL PEKERJAAN PERSIAPAN Rp240,000.00 PEKERJAAN TANAHPEKERJAAN BETON BERTULANG

Pekerjaan Beton Plat Pondasi

225.6 240 6 Rp1,500.00 Rp338,430.96

703.8 720 18 Rp1,500.00 Rp1,055,736.83

TOTAL PEKERJAAN PONDASI Rp1,394,167.79 Pekerjaan Beton Sloof

253.5 280 7 Rp1,500.00 Rp380,212.56

1094.4 1120 28 Rp1,500.00 Rp1,641,579.22

TOTAL PEKERJAAN SLOOF Rp2,021,791.78 Pekerjaan Beton Kolom

988.6 1000 25 Rp1,500.00 Rp1,482,913.58

TOTAL PEKERJAAN KOLOM Rp1,482,913.58 Pekerjaan Balok

1094.4 1120 28 Rp1,500.00 Rp1,641,579.22

TOTAL PEKERJAAN BALOK Rp1,641,579.22 PEKERJAAN AKHIR PROYEK

TOTAL PEKERJAAN Rp6,780,452.37

Total waste semen

pemanfaatan wate semen

Kebutuhan Teoritis Total

Kebutuhan Beli ( per sak 40kg )

Kebutuhan Beli ( per sak 40kg ) Harga Satuan

(per Kg)Total Harga

Teoritis


Total Harga BeliΔ

(Kg) (Rp) (%)PEKERJAAN PERSIAPAN

Rp240,000.00 Rp252,000.00 Rp240,000.00 0 Rp - 0.00% Rp252,000.00

PEKERJAAN TANAHPEKERJAAN BETON BERTULANG

Pekerjaan Beton Plat Pondasi

Rp360,000.00 Rp355,352.51

Rp1,080,000.00 Rp1,108,523.67

Rp1,440,000.00 30.6 Rp45,832.22 0.68% Rp1,463,876.17 Pekerjaan Beton Sloof

Rp420,000.00 Rp399,223.19

Rp1,680,000.00 Rp1,723,658.19

Rp2,100,000.00 52.1 Rp78,208.22 1.15% Rp2,122,881.37 Pekerjaan Beton Kolom

Rp1,500,000.00 Rp1,557,059.25

Rp1,500,000.00 11.4 Rp17,086.43 0.25% Rp1,557,059.25 Pekerjaan Balok

Rp1,680,000.00 Rp1,723,658.19

Rp1,680,000.00 25.6 Rp38,420.78 0.57%PEKERJAAN AKHIR PROYEK

Rp6,960,000.00 119.7 Rp179,547.63 2.65%

Total waste semen 3 Rp180,000.00

pemanfaatan wate semensisa (kg) (Rp) (%)40.30158 Rp452.37 0.01%

Rp277,200.00 Rp304,920.00 Rp277,200.00

Rp0.00 Rp0.00 Rp0.00 Rp0.00 Rp0.00 Rp0.00

Rp390,887.76 Rp429,976.53 Rp0.00 Rp0.00

Rp1,219,376.03 Rp1,341,313.64 Rp0.00 Rp0.00

Rp1,610,263.79 Rp0.00 Rp0.00

Rp439,145.51 Rp483,060.06 Rp0.00 Rp0.00

Rp1,896,024.00 Rp2,085,626.41 Rp0.00 Rp0.00

Rp2,335,169.51 Rp0.00 Rp0.00

Rp1,712,765.18 Rp1,884,041.70 Rp0.00 Rp0.00

Rp1,712,765.18 Rp0.00 Rp0.00

Rp1,896,024.00 Rp2,085,626.41 Rp0.00 Rp0.00 Rp0.00

TABEL KEBUTUHAN BAHAN BELI BESI BETON

No. Deskripsi Pekerjaan

Kebutuhan beliΔ

m Kg

D13 D16 D19 Ø8

(Kg) (Kg) (Kg) (Kg) (Kg) (Rp) (%)


2 PEKERJAAN TANAH

3 PEKERJAAN BETON BERTULANG3.1 Pekerjaan Beton Plat Pondasi

3.1.1 Pembesian tulangan D13 pondasi 100.12 104.13 112.32 9 8,600.00 895,518.00 965,952.00 8.19 70,434.00 7.29%3.1.2 Pembesian tulangan D16 pondasi 119.04 188.08 189.60 10 8,600.00 1,617,488.00 1,630,560.00 1.52 13,072.00 0.80%

TOTAL PEKERJAAN PONDASI 2,513,006.00 2,596,512.00 9.71 83,506.00

3.2 Pekerjaan Beton Sloof3.2.1 Pembesian tulangan D16 sloof 148.65 234.86 246.48 13 8,600.00 2,019,796.00 2,119,728.00 11.62 99,932.00 4.71%3.2.2 Pembesian sengkang sloof (ø8-150) 244.03 95.17 98.28 21 8,300.00 789,911.00 815,724.00 3.11 25,813.00 3.16%

TOTAL PEKERJAAN SLOOF 2,809,707.00 2,935,452.00 14.73 125,745.00

3.3 Pekerjaan Beton Kolom3.3.1 Pembesian tulangan D16 kolom 115.68 182.77 189.60 10 8,600.00 1,571,822.00 1,630,560.00 6.83 58,738.00 3.60%3.3.2 Pembesian tulangan D19 kolom 116.03 258.74 267.60 10 8,600.00 2,225,164.00 2,301,360.00 8.86 76,196.00 3.31%3.3.3 Pembesian sengkang kolom (ø8-150) 191.59 74.72 74.88 16 8,300.00 620,176.00 621,504.00 0.16 1,328.00 0.21%

TOTAL PEKERJAAN KOLOM 4,417,162.00 4,553,424.00 15.85 136,262.00

3.4 Pekerjaan Beton Balok3.4.1 Pembesian tulangan D16 balok 78.18 123.52 132.72 7 8,600.00 1,062,272.00 1,141,392.00 9.20 79,120.00 6.93%3.4.2 Pembesian tulangan D19 balok 78.56 175.18 187.32 7 8,600.00 1,506,548.00 1,610,952.00 12.14 104,404.00 6.48%3.4.3 Pembesian sengkang balok (ø8-150) 237.92 92.79 93.60 20 8,300.00 770,157.00 776,880.00 0.81 6,723.00 0.87%

TOTAL PEKERJAAN BALOK 3,338,977.00 3,529,224.00 22.15 190,247.00


TOTAL PEKERJAAN 13,078,852.00 13,614,612.00 62.44 535,760.00 3.94%

Jumlah Lonjor 9 30 27 57

Kebutuhan Teoritis Harga

Satuan per (kg)

Harga Total Bahan Teoritis

(Rp.)

Harga Total Beli (Rp.)

Lonjor (bh)

Lonjor (bh)

Lonjor (bh)

Lonjor (bh)

TABEL KEBUTUHAN TENAGA KERJA TEORITIS

No. Deskripsi Pekerjaan Vol. Unit Jenis Pekerja Index. SNI


1.1 Pembersihan lahan 240 Pekerja 0.1000

Mandor 0.0050

1.2 64 m' Pekerja 0.4000

Tukang Kayu 0.2000

Kepala Tukang 0.0200

Mandor 0.0200

1.3 Pengukuran dan pemasangan bouwplank43.4 m' Pekerja 0.1000

Tukang Kayu 0.1000Kepala Tukang 0.0100Mandor 0.0050


2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi 15.55 Pekerja 0.4000

Mandor 0.0400

2.2 Pek. galian tanah sloof 11.09 Pekerja 0.4000

Mandor 0.0400

2.3 Pek. urugan pasir bawah pondasi 2.92 Pekerja 0.3000

Mandor 0.0100

2.4 Pek. pemadatan pasir bawah pondasi 2.92 Pekerja 0.5000

Mandor 0.0500

2.5 Pek. urugan pasir bawah sloof 3.28 Pekerja 0.3000

Mandor 0.0100

2.6 Pek. pemadatan pasir bawah sloof 3.28 Pekerja 0.5000

Mandor 0.0500

2.7 Pek. urugan tanah kembali 16.66 Pekerja 0.1920

Mandor 0.0190

m2


m3

m3

m3

m3

m3

m3

m3

2.8 Pek. pemadatan urugan tanah kembali 16.66 Pekerja 0.5000

Mandor 0.0500

2.9 Pek. buang tanah sisa galian 9.98 Pekerja 0.5160

Mandor 0.0500



3.1.1 19.44 Pekerja 0.1350

Tukang Batu 0.0200


Mandor 0.0060

3.1.2 Pembesian tulangan D13 plat pondasi 104.13 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.1.3 Pembesian tulangan D16 plat pondasi 188.08 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.1.4 Bekisting plat pondasi 5.76 Pekerja 0.3000

Tukang Kayu 0.2600


Mandor 0.0050

3.1.5 1.73 Pekerja 1.6500

Tukang Batu 0.2500

Kepala Tukang 0.0250Mandor 0.0800


3.2 PEKERJAAN SLOOF

3.2.1 21.84 Pekerja 0.1350

Tukang Batu 0.0200


Mandor 0.0060

m3

m3


m2

m2


m3


m2

3.2.2 Pembesian tulangan D16 sloof 234.86 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.2.3 Pembesian sengkang sloof (ø8-150) 95.17 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.2.4 Bekisting sloof 26.88 Pekerja 0.3000


3.2.5 2.69 Pekerja 1.6500

Tukang Batu 0.2500


Mandor 0.0800


3.3 PEKERJAAN KOLOM3.3.1 Pembesian tulangan D16 kolom 182.77 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.3.2 Pembesian tulangan D19 kolom 258.74 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.3.3 Pembesian sengkang kolom (ø8-150) 74.72 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.3.4 Bekisting kolom 32.40 Pekerja 0.3000


3.3.5 2.43 Pekerja 1.6500

m2


m3

m2


m3

Tukang Batu 0.2500


Mandor 0.0800

3.3.6 Angker ø19mm ( L= 600 mm ) 12.00 bh Tukang besi 0.0100Tukang Las 0.2000Mandor 0.0500

TOTAL PEKERJAAN KOLOM

3.4 PEKERJAAN BALOK

3.4.1 Bekisting balok 33.60 Pekerja 0.3000


3.4.2 Pembesian tulangan D16 balok 123.52 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.4.3 Pembesian tulangan D19 balok 175.18 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.4.4 Pembesian sengkang balok (ø8-150) 92.79 kg Pekerja 0.0070

Tukang Besi 0.0070


Mandor 0.0003

3.4.5 2.69 Pekerja 1.6500

Tukang Batu 0.2500


Mandor 0.0800

TOTAL PEKERJAAN BALOK


4.1 Pembersihan Akhir 240 Pekerja 0.1000

Mandor 0.0050

TOTAL PEKERJAAN AKHIR PROYEK

TOTAL

m2

Pengecoran balok dengan mutu (1 PC : 1,5 PB : 2,5 Kr)

m3

m2

TABEL KEBUTUHAN TENAGA KERJA TEORITIS 24110273.95

UnitBobot (%) 25315787.6475

27847366.4123

30632103.0535

PEKERJAAN PERSIAPAN

OH 24.00 70,000.00 1,680,000.00 0.01513827 0.00

OH 1.20 120,000.00 144,000.00

OH 35.20 70,000.00 2,464,000.000.18038812 323,706.08

OH 17.60 85,000.00 1,496,000.00

OH 1.28 110,000.00 140,800.00

OH 1.28 120,000.00 153,600.00

OH 4.34 70,000.00 303,800.00 0.01787392 36,324.75

OH 4.34 85,000.00 368,900.00OH 0.43 110,000.00 47,740.00OH 0.22 120,000.00 26,040.00

TOTAL PEKERJAAN PERSIAPAN 6,824,880.00 113614561

PEKERJAAN TANAH

OH 6.22 70,000.00 435,400.00 0.00423362 0.00

OH 0.62 120,000.00 74,640.00

OH 4.44 70,000.00 310,520.00 0.00465391 214,830.00

OH 0.44 120,000.00 53,232.00

OH 0.88 70,000.00 61,320.000.00099225 0.00

OH 0.03 120,000.00 3,504.00

OH 1.46 70,000.00 102,200.000.00522847 214,830.00

OH 0.15 120,000.00 17,520.00

OH 0.98 70,000.00 68,880.00 0.00467952 0.00

OH 0.03 120,000.00 3,936.00

OH 1.64 70,000.00 114,800.00 0.00454447 0.00

OH 0.16 120,000.00 19,680.00

OH 3.20 70,000.00 223,910.40

OH 0.32 120,000.00 37,984.80

Total Kebutuhan Pekerja Teoritis

Upah Harian (Rp.)

Total Upah Teoritis (Rp)

OH 8.33 70,000.00 583,100.00

OH 0.83 120,000.00 99,960.00

OH 5.15 70,000.00 360,477.60

OH 0.50 120,000.00 59,880.00


PEKERJAAN BETON BERTULANG #REF! 0.00661912 34,803.04

PEKERJAAN PONDASI #REF! #REF! 1.06% 11,477.81

OH 2.62 70,000.00 183,708.00#REF! 0.02058211 11,477.81

OH 0.39 85,000.00 33,048.00

OH 0.04 110,000.00 4,276.80

OH 0.12 120,000.00 13,996.80

OH 0.73 70,000.00 51,023.70 #REF! 0.00843568 144,606.00

OH 0.73 85,000.00 61,957.35

OH 0.07 110,000.00 8,018.01

OH 0.03 120,000.00 3,748.68

OH 1.32 70,000.00 92,159.20

OH 1.32 85,000.00 111,907.60

OH 0.13 110,000.00 14,482.16

OH 0.06 120,000.00 6,770.88

OH 1.73 70,000.00 120,960.00 #REF! 0.01340195 962,371.99

OH 1.50 85,000.00 127,296.00

OH 0.15 110,000.00 16,473.60

OH 0.03 120,000.00 3,456.00

OH 2.85 70,000.00 199,815.00

OH 0.43 85,000.00 36,762.50

OH 0.04 110,000.00 4,757.50OH 0.14 120,000.00 16,608.00

1,111,225.78

PEKERJAAN SLOOF #REF! #REF! 2.32% 11,477.81

OH 2.95 70,000.00 206,388.00#REF! 0.01622718 11,477.81

OH 0.44 85,000.00 37,128.00

OH 0.04 110,000.00 4,804.80

OH 0.13 120,000.00 15,724.80

OH 1.64 70,000.00 115,081.40 #REF! 0.00629644 10,022.51

OH 1.64 85,000.00 139,741.70

OH 0.16 110,000.00 18,084.22

OH 0.07 120,000.00 8,454.96

OH 0.67 70,000.00 46,633.30 #REF! 0.08311536 283,437.00

OH 0.67 85,000.00 56,626.15

OH 0.07 110,000.00 7,328.09

OH 0.03 120,000.00 3,426.12

OH 8.06 70,000.00 564,480.00 #REF! 0.01884649 962,371.99

OH 6.99 85,000.00 594,048.00OH 0.70 110,000.00 76,876.80OH 0.13 120,000.00 16,128.00

OH 4.44 70,000.00 310,695.00#REF! 0.00525856 33,000.00

OH 0.67 85,000.00 57,162.50

OH 0.07 110,000.00 7,397.50

OH 0.22 120,000.00 25,824.00

2,312,033.34

PEKERJAAN KOLOMOH 1.28 70,000.00 89,557.30 #REF! 0.07174112 283,437.00

OH 1.28 85,000.00 108,748.15

OH 0.13 110,000.00 14,073.29

OH 0.05 120,000.00 6,579.72

OH 1.81 70,000.00 126,782.60

OH 1.81 85,000.00 153,950.30

OH 0.18 110,000.00 19,922.98

OH 0.08 120,000.00 9,314.64

OH 0.52 70,000.00 36,612.80

OH 0.52 85,000.00 44,458.40

OH 0.05 110,000.00 5,753.44

OH 0.02 120,000.00 2,689.92

OH 9.72 70,000.00 680,400.00

OH 10.69 85,000.00 908,820.00OH 1.07 110,000.00 117,612.00OH 0.19 120,000.00 23,328.00

OH 4.01 70,000.00 280,665.00#REF! 0.01543492 11,477.81

OH 0.61 85,000.00 51,637.50

OH 0.06 110,000.00 6,682.50

OH 0.19 120,000.00 23,328.00

OH 0.12 85,000.00 10,200.00 #REF! 0.01083495 11,477.81

OH 2.40 85,000.00 204,000.00OH 0.60 120,000.00 72,000.00

2,997,116.54

PEKERJAAN BALOK

OH 10.08 70,000.00 705,600.00

OH 11.09 85,000.00 942,480.00OH 1.11 110,000.00 121,968.00OH 0.20 120,000.00 24,192.00

OH 0.86 70,000.00 60,524.80

OH 0.86 85,000.00 73,494.40

OH 0.09 110,000.00 9,511.04

OH 0.04 120,000.00 4,446.72

OH 1.23 70,000.00 85,838.20

OH 1.23 85,000.00 104,232.10

OH 0.12 110,000.00 13,488.86

OH 0.05 120,000.00 6,306.48

OH 0.65 70,000.00 45,467.10

OH 0.65 85,000.00 55,210.05

OH 0.06 110,000.00 7,144.83

OH 0.03 120,000.00 3,340.44

OH 4.44 70,000.00 310,695.00

OH 0.67 85,000.00 57,162.50

OH 0.07 110,000.00 7,397.50

OH 0.22 120,000.00 25,824.00

2,664,324.02

PEKERJAAN AKHIR PROYEK

OH 24.00 70,000.00 1,680,000.00

OH 1.20 120,000.00 144,000.00

1,824,000.000

265.84 19,260,445.000

8,360.00

54,560.00

18,920.00

36,080.00

24,420.00

45,100.00

24,420.00

45,100.00

46,332.00

13,299.00

1,317.80

1,317.80

51,216.00

164,010.00

1,449.58

1,449.58

1,449.58

58,740.00

164,010.00

26,235.00

60,280.00

1,449.58

1,449.58

TABEL KEBUTUHAN TENAGA KERJA NYATA

No. Deskripsi Pekerjaan Vol. Unit Jenis Pekerja


1.1 Pembersihan lahan240 Pekerja

Mandor

1.2

64 m' Pekerja

Tukang Kayu

Kepala Tukang

Mandor

1.3

43.4 m' PekerjaTukang KayuKepala TukangMandor


2 PEKERJAAN TANAH

2.1 Pek. Galian tanah pondasi15.55 Pekerja

Mandor

2.2 Pek. galian tanah sloof11.09 Pekerja

Mandor

2.3 Pek. urugan pasir bawah pondasi 2.92

Pekerja

Mandor

2.4 Pek. pemadatan pasir bawah sloof 2.92PekerjaMandor

2.5 Pek. urugan pasir bawah sloof 3.28PekerjaMandor

2.6 Pek. pemadatan pasir bawah sloof3.28 Pekerja

Mandor

2.7 Pek. urugan tanah kembali16.66 Pekerja

Mandor

m2



m3

m3

m3

m3

m3

m3

m3

2.816.66 Pekerja

Mandor

2.9 Pek. Buang tanah sisa galian9.98 Pekerja

Mandor


3.0 PEKERJAAN BETON BERTULANG3.1 PEKERJAAN PONDASI

3.1.1

19.44 PekerjaTukang BatuKepala TukangMandor

292.21 kg PekerjaTukang BesiKepala TukangMandor

3.1.4 Bekisting plat pondasi

5.76 Pekerja

Tukang KayuKepala TukangMandor

3.1.5



3.2 PEKERJAAN SLOOF

3.2.1

21.84 Pekerja

Tukang Batu

Kepala TukangMandor

330.03 kg Pekerja

Tukang Besi

Kepala TukangMandor

Pek. Pemadatan urugan tanah kembali

m3

m3


m2

3.1.2 - 3.1.3

Pembesian tulangan D13 & D16 plat pondasi

m2


m3


m2

3.2.2 - 3.2.3

Pembesian tulang D16 sloof & Pembesian sengkang sloof (Ø8-150)

3.2.4 Bekisting sloof

26.88 Pekerja


3.2.5

2.69 Pekerja

i Tukang BatuKepala TukangMandor


3.3 PEKERJAAN KOLOM516.23 kg Pekerja

Tukang BesiKepala TukangMandor

3.3.4

Bekisting kolom 32.40 Pekerja


3.3.5Angker ø19mm ( L= 600 mm ) 12.00 bh Tukang besi

Tukang LasMandor

3.3.6



3.4 PEKERJAAN BALOK

3.4.1 Bekesting balok

33.60 Pekerja


391.49 kg PekerjaTukang BesiKepala TukangMandor

3.4.5

2.69 Pekerja

m2


m3

3.3.1 - 3.3.2 - 3.3.3

Pembesian tulangan D16 & D19 kolom & pembesian sengkang kolom o8 -150

m2


m3

m2

3.4.2 - 3.4.4

Pembesian tulangan D16 & D19 balok & pembesian sengkang balok (Ø8-150)


m3

3.4.5Tukang BatuKepala TukangMandor



4.1 Pembersihan Akhir 240 Pekerja

Mandor


TOTAL


m2


Index. SNI Unit Durasi

PEKERJAAN PERSIAPAN

0.1000 OH 24.004

6.00 6.00 24 70,000.00

0.0050 OH 1.20 0.30 1.00 4 120,000.00

0.4000 OH 25.60

2

12.80 13.00 26 70,000.00

0.2000 OH 12.80 6.40 7.00 14 85,000.00

0.0200 OH 1.28 0.64 1.00 2 110,000.00

0.0200 OH 1.28 0.64 1.00 2 120,000.00

0.1000 OH 4.34

2

2.17 3.00 6 70,000.000.1000 OH 4.34 2.17 3.00 6 85,000.000.0100 OH 0.43 0.22 1.00 2 110,000.000.0050 OH 0.22 0.11 1.00 2 120,000.00


PEKERJAAN TANAH

0.4000 OH 6.222

3.11 4.00 8 70,000.00

0.0400 OH 0.62 0.31 1.00 2 120,000.00

0.4000 OH 4.442

2.22 3.00 6 70,000.00

0.0400 OH 0.44 0.22 1.00 2 120,000.00

0.3000 OH 0.88

1

0.88 1.00 1 70,000.00

0.0100 OH 0.03 0.03 1.00 1 120,000.00

0.5000 OH 1.461

1.46 2.00 2 70,000.000.0500 OH 0.15 0.15 1.00 1 120,000.00

0.3000 OH 0.981

0.98 1.00 1 70,000.000.0100 OH 0.03 0.03 1.00 1 120,000.00

0.5000 OH 1.641

1.64 2.00 2 70,000.00

0.0500 OH 0.16 0.16 1.00 1 120,000.00

0.1920 OH 3.201

3.20 4.00 4 70,000.00

0.0190 OH 0.32 0.32 1.00 1 120,000.00

Total Keb. Pekerja Teoritis

Keb. Teoritis per hari

Keb. Nyata per hari

Total Keb. Nyata

Upah Harian (Rp.)

0.5000 OH 8.331

8.33 9.00 9 70,000.00

0.0500 OH 0.83 0.83 1.00 1 120,000.00

0.5160 OH 5.151

5.15 6.00 6 70,000.00

0.0500 OH 0.50 0.50 1.00 1 120,000.00



0.1350 OH 2.62

1

2.62 3.00 3 70,000.00

0.0200 OH 0.39 0.39 1.00 1 85,000.00

0.0020 OH 0.04 0.04 1.00 1 110,000.00

0.0060 OH 0.12 0.12 1.00 1 120,000.00

0.0070 OH 2.05

2

1.02 2.00 4 70,000.00

0.0070 OH 2.05 1.02 2.00 4 85,000.00

0.0007 OH 0.20 0.10 1.00 2 110,000.00

0.0003 OH 0.09 0.04 1.00 2 120,000.00

0.3000 OH 1.73

1

1.73 2.00 2 70,000.00

0.2600 OH 1.50 1.50 2.00 2 85,000.00

0.0260 OH 0.15 0.15 1.00 1 110,000.00

0.0050 OH 0.03 0.03 1.00 1 120,000.00

1.6500 OH 2.85

1

2.85 3.00 3 70,000.00

0.2500 OH 0.43 0.43 1.00 1 85,000.00

0.0250 OH 0.04 0.04 1.00 1 110,000.00

0.0800 OH 0.14 0.14 1.00 1 120,000.00

PEKERJAAN SLOOF

0.1350 OH 2.95

1

2.95 5.00 5 70,000.00

0.0200 OH 0.44 0.44 1.00 1 85,000.00

0.0020 OH 0.04 0.04 1.00 1 110,000.00

0.0060 OH 0.13 0.13 1.00 1 120,000.00

0.0070 OH 2.31

2

1.16 2.00 4 70,000.00

0.0070 OH 2.31 1.16 2.00 4 85,000.00

0.0007 OH 0.23 0.12 1.00 2 110,000.00

0.0003 OH 0.10 0.05 1.00 2 120,000.00

0.3000 OH 8.06

1

8.06 9.00 9 70,000.00

0.2600 OH 6.99 6.99 7.00 7 85,000.000.0260 OH 0.70 0.70 1.00 1 110,000.000.0050 OH 0.13 0.13 1.00 1 120,000.00

1.6500 OH 4.44

1

4.44 5.00 5 70,000.00

0.2500 OH 0.67 0.67 1.00 1 85,000.00

0.0250 OH 0.07 0.07 1.00 1 110,000.00

0.0800 OH 0.22 0.22 1.00 1 120,000.00

PEKERJAAN KOLOM0.0070 OH 3.61

2

1.81 2.00 4 70,000.00

0.0070 OH 3.61 1.81 2.00 4 85,000.00

0.0007 OH 0.36 0.18 1.00 2 110,000.00

0.0003 OH 0.15 0.08 1.00 2 120,000.00

0.3000 OH 9.72

1

9.72 10.00 10 70,000.00

0.3300 OH 10.69 10.69 11.00 11 85,000.000.0330 OH 1.07 1.07 2.00 2 110,000.000.0060 OH 0.19 0.19 1.00 1 120,000.00

0.0100 OH 0.121

0.12 1.00 1 85,000.000.2000 OH 2.40 2.40 3.00 3 85,000.000.0500 OH 0.60 0.60 1.00 1 120,000.00

1.6500 OH 4.01

1

4.01 5.00 5 70,000.00

0.2500 OH 0.61 0.61 1.00 1 85,000.00

0.0250 OH 0.06 0.06 1.00 1 110,000.00

0.0800 OH 0.19 0.19 1.00 1 120,000.00

0.3000 OH 10.08

1

10.08 11.00 11 70,000.00

0.3300 OH 11.09 11.09 12.00 12 85,000.00

0.0330 OH 1.11 1.11 2.00 2 110,000.00

0.0060 OH 0.20 0.20 1.00 1 120,000.00

0.0070 OH 2.74

2

1.37 2.00 4 70,000.00

0.0070 OH 2.74 1.37 2.00 4 85,000.00

0.0007 OH 0.27 0.14 1.00 2 110,000.00

0.0003 OH 0.12 0.06 1.00 2 120,000.00

1.6500 OH 4.44

1

4.44 5.00 5 70,000.00

0.2500 OH 0.671

0.67 1.00 1 85,000.00

0.0250 OH 0.07 0.07 1.00 1 110,000.00

0.0800 OH 0.22 0.22 1.00 1 120,000.00


0.1000 OH 24.004

6.00 6.00 24 70,000.00

0.0050 OH 1.20 0.30 1.00 4 120,000.00

251.31 337


Total Upah Teoritis (Rp)Δ

Rp %

PEKERJAAN PERSIAPAN

1,680,000.00 1,680,000.00 0.00 0.00%144,000.00 480,000.00 336,000.00 233.33%

1,792,000.00 1,820,000.00 28,000.00 1.56%

1,088,000.00 1,190,000.00 102,000.00 9.38%

140,800.00 220,000.00 79,200.00 56.25%

153,600.00 240,000.00 86,400.00 56.25%

303,800.00 420,000.00 116,200.00 38.25%368,900.00 510,000.00 141,100.00 38.25%47,740.00 220,000.00 172,260.00 360.83%26,040.00 240,000.00 213,960.00 821.66% 52.00

5,744,880.00 7,020,000.00 1,275,120.00 22.20%

PEKERJAAN TANAH

435,400.00 560,000.00 124,600.00 28.62%

74,640.00 240,000.00 165,360.00 221.54%

310,520.00 420,000.00 109,480.00 35.26%53,232.00 240,000.00 186,768.00 350.86%

61,320.00 70,000.00 8,680.0014.16%

3,504.00 120,000.00 116,496.003324.66%

102,200.00 140,000.00 37,800.00 36.99%17,520.00 120,000.00 102,480.00 584.93%

68,880.00 70,000.00 1,120.00 1.63%3,936.00 120,000.00 116,064.00 2948.78%

114,800.00 140,000.00 25,200.00 21.95%19,680.00 120,000.00 100,320.00 509.76%

223,910.40 280,000.00 56,089.60 25.05%37,984.80 120,000.00 82,015.20 215.92%

Total Upah Nyata (Rp)

583,100.00 630,000.00 46,900.00 8.04%99,960.00 120,000.00 20,040.00 20.05%

360,477.60 420,000.00 59,522.40 16.51%59,880.00 120,000.00 60,120.00 100.40%

2,630,944.80 4,050,000.00 1,419,055.20 53.94%


183,708.00 210,000.00 26,292.00 14.31%

33,048.00 85,000.00 51,952.00 157.20%4,276.80 110,000.00 105,723.20 2472.02%

13,996.80 120,000.00 106,003.20 757.34%

143,182.90 280,000.00 136,817.10 95.55%173,864.95 340,000.00 166,135.05 95.55%22,500.17 220,000.00 197,499.83 877.77%10,519.56 240,000.00 229,480.44 2181.46%

120,960.00 140,000.00 19,040.00 15.74%127,296.00 170,000.00 42,704.00 33.55%16,473.60 110,000.00 93,526.40 567.74%

3,456.00 120,000.00 116,544.00 3372.22%

199,815.00 210,000.00 10,185.00 5.10%36,762.50 85,000.00 48,237.50 131.21%

4,757.50 110,000.00 105,242.50 2212.14%16,608.00 120,000.00 103,392.00 622.54%

1,111,225.78 2,670,000.00 1,558,774.22 140.28%

PEKERJAAN SLOOF

206,388.00 350,000.00 143,612.00 69.58%

37,128.00 85,000.00 47,872.00 128.94%4,804.80 110,000.00 105,195.20 2189.38%

15,724.80 120,000.00 104,275.20 663.13%

161,714.70 280,000.00 118,285.30 73.14%

196,367.85 340,000.00 143,632.15 73.14%

25,412.31 220,000.00 194,587.69 765.72%11,881.08 240,000.00 228,118.92 1920.02%

564,480.00 630,000.00 65,520.00 11.61%594,048.00 595,000.00 952.00 0.16%76,876.80 110,000.00 33,123.20 43.09%16,128.00 120,000.00 103,872.00 644.05%

310,695.00 350,000.00 39,305.00 12.65%57,162.50 85,000.00 27,837.50 48.70%

7,397.50 110,000.00 102,602.50 1386.99%25,824.00 120,000.00 94,176.00 364.68%

2,312,033.34 3,865,000.00 1,552,966.66 67.17%

PEKERJAAN KOLOM252,952.70 280,000.00 27,047.30 10.69%307,156.85 340,000.00 32,843.15 10.69%39,749.71 220,000.00 180,250.29 453.46%18,584.28 240,000.00 221,415.72 1191.41%

680,400.00 700,000.00 19,600.00 2.88%908,820.00 935,000.00 26,180.00 2.88%117,612.00 220,000.00 102,388.00 87.06%23,328.00 120,000.00 96,672.00 414.40%

10,200.00 85,000.00 74,800.00 733.33%204,000.00 255,000.00 51,000.00 25.00%72,000.00 120,000.00 48,000.00 66.67%

280,665.00 350,000.00 69,335.00 24.70%51,637.50 85,000.00 33,362.50 64.61%

6,682.50 110,000.00 103,317.50 1546.09%23,328.00 120,000.00 96,672.00 414.40%

2,997,116.54 4,180,000.00 1,182,883.46 39.47%

705,600.00 770,000.00 64,400.00 9.13%

942,480.00 1,020,000.00 77,520.00 8.23%121,968.00 220,000.00 98,032.00 80.38%24,192.00 120,000.00 95,808.00 396.03%

191,830.10 280,000.00 88,169.90 45.96%232,936.55 340,000.00 107,063.45 45.96%30,144.73 220,000.00 189,855.27 629.81%14,093.64 240,000.00 225,906.36 1602.90%

310,695.00 350,000.00 39,305.00 12.65%

57,162.50 85,000.00 27,837.50 48.70%7,397.50 110,000.00 102,602.50 1386.99%

25,824.00 120,000.00 94,176.00 364.68%

2,664,324.02 3,875,000.00 1,210,675.98 45.44%


1,680,000.00 1,680,000.00 0.00 0.00%144,000.00 480,000.00 336,000.00 233.33%

1,824,000.000 2,160,000.00 336,000.00 18.42%

19,284,524.480 27,820,000.00 8,535,475.52 44.26%

HISTOGRAM MINGGUAN

Deskripsi Pekerjaan Bobot DurasiTotal Tenaga Kerja / hari 1 2 3 4 5 6

P Tk. Kayu Tk. Batu Tk. Las Tk. Besi Kep Tukang Mandor 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 421 PEKERJAAN PERSIAPAN

1.1 Pembersihan lahan 2.05% 4 6 1 28 24P+4M 58.51.2 Pemasangan pagar sementara dari seng gelombang 2 meter 24.74% 2 13 7 1 1 44 26P+14TK+2KT+2M 57.21.3 Pengukuran dan pemasangan bouwplank 2.45% 2 3 3 1 1 16 6P+6TK+2KT+2M 55.9

0 54.62 PEKERJAAN TANAH 0 53.3

2.1 Pek. galian tanah pondasi 0.57% 2 4 1 10 8P+2M 522.2 Pek. galian tanah sloof 0.41% 2 3 1 8 6P+2M 50.72.3 Pek. urugan pasir bawah pondasi 0.71% 1 1 1 2 1P+1M 49.42.4 Pek. pemadatan pasir bawah pondasi 0.13% 1 2 1 3 2P+1M 48.12.5 Pek. urugan pasir bawah sloof 0.80% 1 1 1 2 1P+1M 46.82.6 Pek. pemadatan pasir bawah sloof 0.15% 1 2 1 3 2P+1M 45.52.7 Pek. Urugan tanah kembali 0.29% 1 4 1 5 4P+1M 44.22.8 Pek. pemadatan urugan tanah kembali 0.77% 1 9 1 10 9P+1M 42.92.9 Pek. buang tanah sisa galian 0.47% 1 6 1 7 6P+1M 41.6

40.33.1 PEKERJAAN PONDASI 39

3.1.1 Pengecoran lantai kerja plat pondasi (1PC : 3 PB : 5Kr) tebal 5 cm 0.96% 1 3 1 1 1 6 3P+1TBa+1KT+1M 37.73.12 Pembesian tulangan D13 plat pondasi 3.82% 2 2 2 1 1 12

4P+4TBe+2KT+2M 36.43.1.3 Pembesian tulangan D16 plat pondasi 35.13.1.4 Bekisting plat pondasi 1.15% 1 2 2 1 1 6 2P+2TK+1KT+1M 33.83.1.5 Pengecoran plat pondasi dengan mutu(1 PC : 1,5 PB : 2,5 Kr) 1.99% 1 3 1 1 1 6 3P+1TBa+1KT+1M 32.5

31.23.2 PEKERJAAN SLOOF 29.9

3.2.1 Pengecoran lantai kerja sloof (1PC : 3 PB : 5Kr) tebal 5 cm 1.07% 1 5 1 1 1 8 28.63.2.2 Pembesian tulangan D16 sloof 4.17% 2 2 2 1 1 12

4P+4TBe+2KT+2M 27.33.2.3 Pembesian sengkang sloof (ø8-150) 263.2.4 Bekisting sloof 5.86% 1 9 7 1 1 18 9P+7TK+1KT+1M 24.73.1.5 Pengecoran sloof dengan mutu(1 PC : 1,5 PB : 2,5 Kr) 3.10% 1 5 1 1 1 8 5P+1TBa+1KT+1M 23.4

22.13.3 PEKERJAAN KOLOM 20.8

3.3.1 Pembesian tulangan D16 kolom6.65% 2 2 2 1 1 12

4P+4TBe+2KT+2M 19.53.3.2 Pembesian tulangan D19 kolom 18.23.3.3 Pembesian sengkang kolom (ø8-150) 16.93.3.4 Bekisting kolom 11.34% 1 10 11 2 1 24 10P+11TK+2KT+1M 15.63.3.5 Pengecoran kolom dengan mutu (1 PC : 1,5 PB : 2,5 Kr) 2.80% 1 5 1 1 1 8 5P+1TBa+1KT+1M 14.33.3.6 Pemasangan angker ø19mm ( L= 600 mm ) 0.78% 1 3 1 1 5 1TBe+3TL+1M 13

11.73.4 PEKERJAAN BALOK 10.4

3.3.1 Bekisting balok 12.66% 1 11 12 2 1 26 11P+12TK+2KT+1M 9.13.3.2 Pembesian tulangan D16 balok

4.99% 2 2 2 1 1 124P+4TBe+2KT+2M 7.8

3.3.3 Pembesian tulangan D19 balok 6.53.3.4 Pembesian sengkang balok (ø8-150) 5.23.3.5 Pengecoran balok dengan mutu (1 PC : 1,5 PB : 2,5 Kr) 3.10% 1 5 1 1 1 8 5P+1TBa+1KT+1M 3.9

2.64 PEKERJAAN AKHIR PROYEK 1.3

4.1 Pembersihan Akhir 2.05% 4 6 1 28 24P+4M 0TOTAL 100% 42 126 42 6 3 9 18 28 337 P TK TBa TL TBe KT M P TK TBa TL TBe KT M P TK TBa TL TBe KT M P TK TBa TL TBe KT M P TK TBa TL TBe KT M P TK TBa TL TBe KT M

PEKERJA (P)Total orang per minggu 53 20 15 27 45 33 193.00Total upah per minggu 3,710,000.00 1,400,000.00 1,050,000.00 1,890,000.00 3,150,000.00 2,310,000.00Total upah kumulatif 3,710,000.00 5,110,000.00 6,160,000.00 8,050,000.00 11,200,000.00 13,510,000.00

TUKANG KAYU (TK)Total orang per minggu 17 3 2 7 23 0 52.00Total upah per minggu 1,445,000.00 255,000.00 170,000.00 595,000.00 1,955,000.00 0.00Total upah kumulatif 1,445,000.00 1,700,000.00 1,870,000.00 2,465,000.00 4,420,000.00 4,420,000.00

TUKANG BATU (TBa)Total orang per minggu 0 0 2 2 1 1 6.00Total upah per minggu 0.00 0.00 170,000.00 170,000.00 85,000.00 85,000.00Total upah kumulatif 0.00 0.00 170,000.00 340,000.00 425,000.00 510,000.00

TUKANG LAS (TL)Total orang per minggu 0 0 0 0 3 0 3.00Total upah per minggu 0.00 0.00 0.00 0.00 255,000.00 0.00Total upah kumulatif 0.00 0.00 0.00 0.00 255,000.00 255,000.00

TUKANG BESI (TBe)Total orang per minggu 0 0 4 8 1 4 17.00Total upah per minggu 0.00 0.00 340,000.00 680,000.00 85,000.00 340,000.00Total upah kumulatif 0.00 0.00 340,000.00 1,020,000.00 1,105,000.00 1,445,000.00

KEPALA TUKANG (KT)Total orang per minggu 3 1 5 7 5 3 24.00Total upah per minggu 330,000.00 110,000.00 550,000.00 770,000.00 550,000.00 330,000.00Total upah kumulatif 330,000.00 440,000.00 990,000.00 1,760,000.00 2,310,000.00 2,640,000.00

MANDOR (M)Total orang per minggu 7 7 7 7 7 7 42.00Total upah per minggu 840,000.00 840,000.00 840,000.00 840,000.00 840,000.00 840,000.00Total upah kumulatif 840,000.00 1,680,000.00 2,520,000.00 3,360,000.00 4,200,000.00 5,040,000.00

TOTAL UPAH / MINGGUTotal orang per minggu 80 31 35 58 85 48 337.00Total upah per minggu 6,325,000.00 2,605,000.00 3,120,000.00 4,945,000.00 6,920,000.00 3,905,000.00Total upah kumulatif 6,325,000.00 8,930,000.00 12,050,000.00 16,995,000.00 23,915,000.00 27,820,000.00

Jumlah OH

Harga Satuan Upah Borongan Pekerjaan

No Deskripsi Pekerjaan Unit

1 Pembersihan Lahan2 Pekerjaan Pagar Sementara dengan seng gelombang m'

3 Pengukuran dan Pemasangan bouwplank m'

4 Penggalian tanah

5 Urugan Pasir

6 Pemadatan urugan pasir

7 Urugan Kembali

8 Pemadatan urugan kembali

9 Buang tanah sisa galian

10 Pengecoran lantai kerja 5 cm

11 Bekisting pelat pondasi

12 Bekisting sloof

13 Bekisting kolom

14 Bekisting Balok15 Pembesian tulangan kg

16 Pengecoran beton campuran17 Pemasangan Angker buah

18 Pembersihan akhir proyek

m2

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

m2

m3

m2

Harga Satuan Upah Borongan Pekerjaan

Upah Harga Satuan (Rp.)

Rp5,000.00Rp14,000.00Rp15,000.00

Rp27,000.00

Rp13,000.00

Rp16,000.00

Rp13,000.00

Rp16,000.00

Rp50,000.00

Rp12,000.00

Rp25,000.00

Rp24,000.00

Rp30,000.00

Rp30,000.00Rp1,000.00

Rp85,000.00Rp19,000.00

Rp5,000.00

TABEL UPAH DARI BQ DIRECT COST

No. Deskripsi Pekerjaan Vol. UnitUpah


1 PEKERJAAN PERSIAPAN1.1 Pembersihan lahan 240 7,600.00 1,824,000.00

1.2 64 m' 49,600.00 3,174,400.00

1.3 43.4 m' 17,200.00 746,480.00


2 PEKERJAAN TANAH2.1 Pek. galian tanah pondasi 15.55 32,800.00 510,040.00

2.3 Pek. galian tanah sloof 11.09 32,800.00 363,752.00

2.4 Pek. urugan pasir bawah pondasi 2.92 22,200.00 64,824.00

2.5 Pek. pemadatan pasir bawah pondasi 2.92 41,000.00 119,720.00

2.8 Pek. urugan pasir bawah sloof 3.28 22,200.00 72,816.00

2.9 Pek. pemadatan pasir bawah sloof 3.28 41,000.00 134,480.00

2.10 Pek. urugan tanah kembali 16.66 15,720.00 261,895.20

2.11 Pek. pemadatan urugan tanah kembali 16.66 41,000.00 683,060.00

2.12 Pek. buang tanah sisa galian 9.98 42,120.00 420,357.60



3.1 PEKERJAAN PONDASI

3.1.1 19.44 12,090.00 235,029.60

3.1.2 Pembesian tulangan D13 pondasi 104.13 kg 1,198.00 124,747.74

3.1.3 Pembesian tulangan D16 pondasi 188.08 kg 1,198.00 225,319.84

3.1.4 Bekisting plat pondasi 5.76 46,560.00 268,185.60

m2



m3

m3

m3

m3

m3

m3

m3

m3

m3


m2

3.1.5 1.73 149,100.00 257,943.00



3.2.1 21.84 12,090.00 264,045.60

3.2.2 Pembesian tulangan D16 sloof 234.86 kg 1,198.00 281,362.28

3.2.3 Pembesian sengkang sloof (ø8-150) 95.17 kg 1,198.00 114,013.66

3.2.4 Bekisting sloof 26.88 46,560.00 1,251,532.80

3.2.5 2.69 149,100.00 401,079.00


3.3 PEKERJAAN BETON KOLOM3.3.1 Pembesian tulangan D16 kolom 182.77 kg 1,198.00 218,958.463.3.2 Pembesian tulangan D19 kolom 258.74 kg 1,198.00 309,970.52

3.3.3 Pembesian sengkang kolom (ø8-150) 74.72 kg 1,198.00 89,514.56

3.3.4 Bekisting kolom 32.40 53,400.00 1,730,160.00

3.3.5 2.43 149,100.00 362,313.00

3.3.6 Angker ø19mm ( L= 600 mm ) 12.00 bh 23,850.00 286,200.00


3.4 PEKERJAAN BETON BALOK3.4.1 Pembesian tulangan D16 balok 123.52 kg 1,198.00 147,976.963.4.2 Pembesian tulangan D19 balok 175.18 kg 1,198.00 209,865.64

3.4.3 Pembesian sengkang balok (ø8-150) 92.79 kg 1,198.00 111,162.42

3.4.4 Bekisting balok 33.60 53,400.00 1,794,240.00

3.4.5 2.69 149,100.00 401,079.00


4 PEKERJAAN AKHIR PROYEK4.1 Pembersihan Akhir 240 7,600.00 1,824,000.00



m2


m2


m2


m2

TOTAL PEKERJAAN AKHIR PROYEK 1,824,000.000

TOTAL 19,284,524.480

TABEL UPAH DARI BQ DIRECT COST

No. Deskripsi Pekerjaan Vol. UnitUpah

Har. Sat(Rp.)

1 PEKERJAAN PERSIAPAN1.1 Pembersihan lahan 240 5,000.00

1.2 64 m' 14,000.00

1.3 Pengukuran dan pemasangan bouwplank 43.4 m' 15,000.00


2 PEKERJAAN TANAH2.1 Pek. galian tanah pondasi 15.55 27,000.00

2.3 Pek. galian tanah sloof 11.09 27,000.00

2.4 Pek. urugan pasir bawah pondasi 2.92 13,000.00

2.5 Pek. pemadatan pasir bawah pondasi 2.92 16,000.00

2.8 Pek. urugan pasir bawah sloof 3.28 13,000.00

2.9 Pek. pemadatan pasir bawah sloof 3.28 16,000.00

2.10 Pek. urugan tanah kembali 16.66 13,000.00

2.11 Pek. pemadatan urugan tanah kembali 16.66 16,000.00

2.12 Pek. buang tanah sisa galian 9.98 50,000.00



3.1.1 19.44 12,000.00

3.1.2 Pembesian tulangan D13 pondasi 104.13 kg 1,000.003.1.3 Pembesian tulangan D16 pondasi 188.08 kg 1,000.003.1.4 Bekisting plat pondasi 5.76 25,000.00

3.1.5 1.73 85,000.00



3.2.1 21.84 12,000.00

3.2.2 Pembesian tulangan D16 sloof 234.86 kg 1,000.00

m2


m3

m3

m3

m3

m3

m3

m3

m3

m3


m2



3.2.3 Pembesian sengkang sloof (ø8-150) 95.17 kg 1,000.00

3.2.4 Bekisting sloof 26.88 24,000.00

3.2.5 2.69 85,000.00


3.3 PEKERJAAN BETON KOLOM3.3.1 Pembesian tulangan D16 kolom 182.77 kg 1,000.003.3.2 Pembesian tulangan D19 kolom 258.74 kg 1,000.003.3.3 Pembesian sengkang kolom (ø8-150) 74.72 kg 1,000.003.3.4 Bekisting kolom 32.40 30,000.00

3.3.5 2.43 85,000.00

3.3.6 Angker ø19mm ( L= 600 mm ) 12.00 bh 19,000.00


3.4 PEKERJAAN BETON BALOK

3.4.1 Pembesian tulangan D16 balok 123.52 kg 1,000.00

3.4.2 Pembesian tulangan D19 balok 175.18 kg 1,000.00

3.4.3 Pembesian sengkang balok (ø8-150) 92.79 kg 1,000.00

3.4.4 Bekisting balok 33.60 30,000.00

3.4.5 2.69 149,100.00


4 PEKERJAAN AKHIR PROYEK4.1 Pembersihan Akhir 240 5,000.00


TOTAL

m2


m2


m2


m2

Upah Total (Rp.)

PEKERJAAN PERSIAPAN1,200,000.00

896,000.00

651,000.00

2,747,000.00

PEKERJAAN TANAH419,850.00

299,430.00

37,960.00

46,720.00

42,640.00

52,480.00

216,580.00

266,560.00

499,000.00

1,881,220.00


233,280.00

104,130.00188,080.00144,000.00

147,050.00

816,540.00


262,080.00

234,860.00

95,170.00

645,120.00

228,650.00

1,465,880.00

PEKERJAAN BETON KOLOM182,770.00258,740.00

74,720.00972,000.00

206,550.00

228,000.00

1,922,780.00

PEKERJAAN BETON BALOK

123,520.00

175,180.00

92,790.00

1,008,000.00

401,079.00

1,800,569.00

1,200,000.00

1,200,000.000

11,833,989.000


No. Deskripsi Pekerjaan Vol. Unit Jenis Pekerja


1.1 Pembersihan lahan240 Pekerja 24

Mandor 4

1.2

64 m' Pekerja 26

Tukang Kayu 14

Kepala Tukang 2

Mandor 2

1.3

43.4 m' Pekerja 6Tukang Kayu 6Kepala Tukang 2Mandor 2


2 PEKERJAAN TANAH

2.1 Pek. Galian tanah pondasi15.55 Pekerja 8

Mandor 2

2.2 Pek. galian tanah sloof11.09 Pekerja 6

Mandor 2

2.3 Pek. urugan pasir bawah pondasi 2.92Pekerja 1

Mandor 1

2.4 Pek. pemadatan pasir bawah sloof 2.92Pekerja 2Mandor 1

2.5 Pek. urugan pasir bawah sloof 3.28Pekerja 1Mandor 1

2.6 Pek. pemadatan pasir bawah sloof3.28 Pekerja 2

Mandor 1

2.7 Pek. urugan tanah kembali16.66 Pekerja 4

Mandor 1

Total Keb.

Nyata

m2



m3

m3

m3

m3

m3

m3

m3

2.816.66 Pekerja 9

Mandor 1

2.9 Pek. Buang tanah sisa galian9.98 Pekerja 6

Mandor 1


3.0 PEKERJAAN BETON BERTULANG3.1 PEKERJAAN PONDASI

3.1.1

19.44 Pekerja 3Tukang Batu 1Kepala Tukang 1Mandor 1

292.21 kg Pekerja 4Tukang Besi 4Kepala Tukang 2Mandor 2

3.1.4 Bekisting plat pondasi

5.76 Pekerja 2Tukang Kayu 2Kepala Tukang 1Mandor 1

3.1.5



3.2 PEKERJAAN SLOOF

3.2.1

21.84 Pekerja 5

Tukang Batu 1

Kepala Tukang 1Mandor 1

330.03 kg Pekerja 4

Tukang Besi 4

Kepala Tukang 2Mandor 2

3.2.4 Bekisting sloof

26.88 Pekerja 9

Pek. Pemadatan urugan tanah kembali

m3

m3


m2

3.1.2 - 3.1.3

Pembesian tulangan D13 & D16 plat pondasi

m2


m3


m2

3.2.2 - 3.2.3

Pembesian tulang D16 sloof & Pembesian sengkang sloof (Ø8-150)

m2

3.2.4 Bekisting sloof Tukang Kayu 7Kepala Tukang 1Mandor 1

3.2.5



3.3 PEKERJAAN KOLOM516.23 kg Pekerja 4

Tukang Besi 4Kepala Tukang 2Mandor 2

3.3.4

Bekisting kolom 32.40 Pekerja 10Tukang Kayu 11Kepala Tukang 2Mandor 1

0

3.3.5Angker ø19mm ( L= 600 mm ) 12.00 bh Tukang besi 1

Tukang Las 3Mandor 1

3.3.6


TOTAL PEKERJAAN PEDESTAL

3.4 PEKERJAAN BALOK

3.4.1 Bekesting balok

33.60 Pekerja 11Tukang Kayu 12Kepala Tukang 2Mandor 1

391.49 kg Pekerja 4Tukang Besi 4Kepala Tukang 2Mandor 2

3.4.5



m3

3.3.1 - 3.3.2 - 3.3.3

Pembesian tulangan D16 & D19 kolom & pembesian sengkang kolom o8 -150

m2


m3

m2

3.4.2 - 3.4.4

Pembesian tulangan D16 & D19 balok & pembesian sengkang balok (Ø8-150)


m3

3.4.5


4 PEKERJAAN AKHIR PROYEK4.1 Pembersihan Akhir 240 Pekerja 24

Mandor 4


TOTAL


m2


PEKERJAAN PERSIAPAN70,000.00 1,680,000.00

120,000.00 480,000.00

70,000.00 1,820,000.00

85,000.00 1,190,000.00

110,000.00 220,000.00

120,000.00 240,000.00

70,000.00 420,000.0085,000.00 510,000.00

110,000.00 220,000.00120,000.00 240,000.00


PEKERJAAN TANAH70,000.00 560,000.00

120,000.00 240,000.00

70,000.00 420,000.00120,000.00 240,000.00

70,000.00 70,000.00

120,000.00 120,000.00

70,000.00 140,000.00120,000.00 120,000.00

70,000.00 70,000.00120,000.00 120,000.00

70,000.00 140,000.00120,000.00 120,000.00

70,000.00 280,000.00120,000.00 120,000.00

Upah Harian (Rp.)

Total Upah Nyata (Rp)

70,000.00 630,000.00120,000.00 120,000.00

70,000.00 420,000.00120,000.00 120,000.00



70,000.00 210,000.0085,000.00 85,000.00

110,000.00 110,000.00120,000.00 120,000.00

70,000.00 280,000.0085,000.00 340,000.00

110,000.00 220,000.00120,000.00 240,000.00

70,000.00 140,000.0085,000.00 170,000.00

110,000.00 110,000.00120,000.00 120,000.00

70,000.00 210,000.0085,000.00 85,000.00

110,000.00 110,000.00120,000.00 120,000.00

2,670,000.00

PEKERJAAN SLOOF

70,000.00 350,000.00

85,000.00 85,000.00

110,000.00 110,000.00120,000.00 120,000.00

70,000.00 280,000.00

85,000.00 340,000.00

110,000.00 220,000.00120,000.00 240,000.00

70,000.00 630,000.00

85,000.00 595,000.00110,000.00 110,000.00120,000.00 120,000.00

70,000.00 350,000.0085,000.00 85,000.00

110,000.00 110,000.00120,000.00 120,000.00

3,865,000.00

PEKERJAAN KOLOM70,000.00 280,000.0085,000.00 340,000.00

110,000.00 220,000.00120,000.00 240,000.00

70,000.00 700,000.0085,000.00 935,000.00

110,000.00 220,000.00120,000.00 120,000.00

85,000.00 85,000.0085,000.00 255,000.00

120,000.00 120,000.00

70,000.00 350,000.0085,000.00 85,000.00

110,000.00 110,000.00120,000.00 120,000.00

4,180,000.00

70,000.00 770,000.0085,000.00 1,020,000.00

110,000.00 220,000.00120,000.00 120,000.00

70,000.00 280,000.0085,000.00 340,000.00

110,000.00 220,000.00120,000.00 240,000.00

70,000.00 350,000.0085,000.00 85,000.00

110,000.00 110,000.00120,000.00 120,000.00

3,875,000.00

PEKERJAAN AKHIR PROYEK70,000.00 1,680,000.00

120,000.00 480,000.00

2,160,000.00

27,820,000.00

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