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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 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 sengkang ø8

3.3.3 Pek. Bekisting kolom3.3.4 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 Kr)3.4 Pek. Beton balok

3.4.1 Pek. Bekisting balok3.4.2 Pek. Pembesian D193.4.3 Pek. Pembesian D163.4.4 Pek. Pembesian sengkang ø83.4.5 Pek. Pengecoran balok (1 PC : 1,5 PB : 2,5 Kr)3.3.6 Pek. Pemasangan angker ø193.5 Pek. Beton Plat

3.5.1 Pek. Bekisting plat3.5.2 Pek. Pembesian plat ø103.5.3 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 kembali2.1 Pek. Buang tanah sisa galian


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 ø10 Besi beton ulir ø10Kawat 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 ø10 Besi beton ulir ø10

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

KEBUTUHAN BAHAN BELI BESI BETON

No. UraianKebutuhan Teoritis

Kebutuhan Beli (Perhitungan terlampir)

D13 D16m Kg Kg Lonjor (bh) Kg

1 PEKERJAAN PERSIAPAN

2 PEKERJAAN TANAH

3 PEKERJAAN BETON BERTULANG

3.1 Pekerjaan Beton Plat Pondasi3.1.1 Pembesian tulangan D13 pondasi 114.24 119.03 137.54 113.1.2 Pembesian tulangan D16 pondasi 146.88 231.83 265.16

TOTAL PEKERJAAN PONDASI3.2 Pekerjaan Beton Sloof

3.2.1 Pembesian tulangan D16 sloof 154.48 244.08 265.163.2.2 Pembesian sengkang sloof (ø8-150) 237.93 92.79

TOTAL PEKERJAAN SLOOF3.3 Pekerjaan Beton Kolom

3.3.1 Pembesian tulangan D19 kolom 117.36 261.713.3.2 Pembesian tulangan D16 kolom 115.68 182.77 227.283.3.3 Pembesian sengkang kolom (ø8-150) 191.58 75.59

TOTAL PEKERJAAN KOLOM3.4 Pekerjaan Balok Induk

3.4.1 Pembesian tulangan D19 balok induk 77.96 173.853.4.2 Pembesian tulangan D16 balok induk 77.24 122.04 132.58

3.4.3237.93 93.88

TOTAL PEKERJAAN BALOK INDUK3.5 Pekerjaan Balok Anak

3.5.1 Pembesian tulangan D19 balok anak 23.04 51.38 37.883.5.2 Pembesian tulangan D16 balok anak 22.48 35.52

3.5.3Pembesian sengkang balok anak (ø8-150) 67.98 26.51

TOTAL PEKERJAAN BALOK ANAK3.6 Pekerjaan Beton Plat Atap

3.6.1 Pembesian tulangan plat atap (ø10-150) 1453.50 901.17TOTAL PEKERJAAN PLAT ATAP

4 PEKERJAAN AKHIR PROYEK

TOTAL PEKERJAAN

Pembesian sengkang balok induk (ø8-150)


Kebutuhan Beli (Perhitungan terlampir)

D16 D19 Ø 8 Ø 10Lonjor (bh) Kg Lonjor (bh) Kg Lonjor (bh) Kg Lonjor (bh)

PEKERJAAN PERSIAPANPEKERJAAN TANAHPEKERJAAN BETON BERTULANG

Pekerjaan Beton Plat PondasiRp8,400.00

14 Rp8,400.00 TOTAL PEKERJAAN PONDASI

Pekerjaan Beton Sloof14 Rp8,400.00

99.44 21 Rp7,800.00 TOTAL PEKERJAAN SLOOF

Pekerjaan Beton Kolom321.12 12 Rp8,400.00

12 Rp8,400.00 80.50 17 Rp7,800.00

TOTAL PEKERJAAN KOLOMPekerjaan Balok Induk

187.32 7 Rp8,400.00 7 Rp8,400.00

99.44 21 Rp7,800.00 TOTAL PEKERJAAN BALOK INDUK

Pekerjaan Balok Anak2 Rp8,400.00

53.52 2 Rp8,400.00

28.41 6 Rp7,800.00 TOTAL PEKERJAAN BALOK ANAK

1011.84 136 Rp7,800.00 TOTAL PEKERJAAN PLAT ATAP

PEKERJAAN AKHIR PROYEK

TOTAL PEKERJAAN

Harga Satuan per kg


Total Harga Teoritis Total Harga BeliΔ

(Kg) (Rp.) (%)PEKERJAAN PERSIAPANPEKERJAAN TANAHPEKERJAAN BETON BERTULANG

Pekerjaan Beton Plat PondasiRp999,870.43 Rp1,155,312.47

Rp1,947,338.51 Rp2,227,347.97 Rp2,947,208.94 Rp3,382,660.44 51.84 Rp435,451.50 2.05%

Pekerjaan Beton SloofRp2,050,258.56 Rp2,227,347.97

Rp723,783.06 Rp775,594.38 Rp2,774,041.62 Rp3,002,942.36 27.72 Rp228,900.74 1.08%

Pekerjaan Beton KolomRp2,198,387.52 Rp2,697,408.00 Rp1,535,304.96 Rp1,909,155.41

Rp589,636.40 Rp627,862.12 Rp4,323,328.88 Rp5,234,425.53 108.81 Rp911,096.65 4.29%

Pekerjaan Balok IndukRp1,460,346.72 Rp1,573,488.00 Rp1,025,129.28 Rp1,113,673.99

Rp732,290.36 Rp775,594.38 Rp3,217,766.36 Rp3,462,756.37 29.56 Rp244,990.01 1.15%

Pekerjaan Balok AnakRp431,585.28 Rp318,192.57 Rp298,354.56 Rp449,568.00

Rp206,795.16 Rp221,598.40 Rp936,735.00 Rp989,358.96 6.40 Rp52,623.96 0.25%

Rp7,029,126.00 Rp7,892,352.00 Rp7,029,126.00 Rp7,892,352.00 110.67 Rp863,226.00 4.07%


Rp21,228,206.80 Rp23,964,495.66 217.94 Rp2,736,288.86 12.89%

QUANTITY SHEET

Project : Estimator : Estimate :

Location : Extention : Sheet :

Engineer : Checker : Date :

Classification :

Pengali Dimensi Hasil Keterangan Kode

1. PEKERJAAN PERSIAPAN 1.00

p = 24 m Pembersihan lahan 1.01

l = 20 m

vol = 480 m² 480.00 m²

p = 24 m Pembuatan pagar sementara dari seng gelombang tinggi 2 m 1.02

l = 20 m 88.00 m'

p = 11.8 m 1.03

l = 11.8 m 47.20 m'

2. PEKERJAAN TANAH 2.00

5

p = 2.4 m 2.01

l = 1.6 m

t = 0.7 m

vol = 2.688 13.44

4

p = 1.6 m 2.02

l = 1.6 m

t = 0.7 m

vol = 1.792 m3 7.17 m3

1

p = 26.4 m 2.03

l = 0.9 m

t = 0.2 m

vol = 4.752 4.75 m3

Total galian tanah 2.04

25.36 (2.01) + (2.02) + (2.03)

5

p = 2.4 m Volume urugan & pemadatan pasir bawah pondasi PC - A 2.05

l = 1.6 m

t = 0.15 m

vol = 0.576 2.88

4

p = 1.6 m Volume urugan & pemadatan pasir bawah pondasi PC - B 2.06

l = 1.6 m

t = 0.15 m

vol = 0.384 m 1.54 m3

1

p = 26.4 m Volume urugan & pemadatan pasir bawah sloof 2.07

l = 0.9 m

t = 0.15 m

vol = 3.564 3.56

Volume total urugan pasir 2.08

7.98 (2.05) + (2.06) + (2.07)

5

p = 2.4 m Volume lantai kerja pondasi PC - A 5 cm (1PC : 3 PB : 5Kr) 2.09

l = 1.6 m

t = 0.05 m

vol = 0.192 0.96

Pemasangan bouwplank (bouwplank diambil 1 m dari as pondasi terluar)

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

m3 m3

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

Galian tanah lantai kerja sloof (Galian tanah sloof diambil lebar sloof ditambah 30 cm di kedua sisinya) p = 8*(4-0.4.0.8) + 2*(4-1.2-1.2) + 2*(4-1.2-0.8)

m3

m3

m3 m3

m3 m3

m3

m3 m3

4

p = 1.6 m Volume lantai kerja pondasi PC - B 5 cm (1PC : 3 PB : 5Kr) 2.10

l = 1.6 m

t = 0.05 m

vol = 0.128 m3 0.51 m3

1

p = 33.6 m Volume lantai kerja sloof 5 cm (1PC : 3 PB : 5Kr) 2.11

l = 0.9 m

t = 0.05 m

vol = 1.512 1.51

Volume total lantai kerja 2.12

2.98 (2.09) + (2.10) + (2.11)

5

p = 1.8 m Volume pondasi tipe A 2.13

l = 1 m

t = 0.5 m

vol = 0.9 4.50

4

p = 1 m Volume pondasi tipe B 2.14

l = 1 m

t = 0.5 m

vol = 0.5 2.00

Urugan kembali + pemadatan 2.15

7.90 (2.04) - (2.08) - (2.12) - (2.13) - (2.14)

Buang sisa tanah galian 2.16

17.46 (2.04) - (2.15)

3. PEKERJAAN BETON BERTULANG 3.00

3.1. Pek. Plat pondasi 3.01

5

p = 2.4 m Pengecoran lantai kerja pondasi PC - A (1PC : 3 PB : 5Kr) 5 cm 3.02

l = 1.6 m

vol = 3.84 19.20

4

p = 1.6 m Pengecoran lantai kerja pondasi PC - B (1PC : 3 PB : 5Kr) 5 cm 3.03

l = 1.6 m

vol = 2.56 10.24

5

p = 5.6 m Bekisting pondasi PC - A 3.04

t = 0.5 m

vol = 2.8 14.00

4/4

p = 1 m Bekisting pondasi PC - B 3.05

t = 0.5 m

vol = 0.5 8.00

5/13

l = 1.232 m Pembesian tulangan atas D13 pondasi PC - A (ARAH X) 3.06

w = 1.04 kg/m' n = 1800/150 + 1 = 13 tulangan

vol = 1.28 kg 83.28 kg L = 1000 - 80 + 2 * 156 = 1232mm

5/8

l = 2.032 m Pembesian tulangan atas D13 pondasi PC - A (ARAH Y) 3.07

w = 1.04 kg/m' n = 1000/150 + 1 = 8 tulangan

vol = 2.11 kg 84.53 kg L = 1800 - 80 + 2 * 156 = 2032mm

5/13

l = 1.304 m Pembesian tulangan bawah D16 pondasi PC -A (ARAH X) 3.08

w = 1.58 kg/m' n=1800/150 + 1 = 13 tulangan

vol = 2.06 kg 133.92 kg L= 1000-80+2*192= 1304mm

5/8

l = 2.104 m Pembesian tulangan bawah D16 pondasi PC -A (ARAH Y) 3.09

m3 m3

m3

m3 m3

m3 m3

m3

m3

m2 m2

m2 m2

m2 m2

m2 m2

5/8 w = 1.58 kg/m' n = 1000/150 + 1 = 8 tulangan

3.09

vol = 3.32 kg 132.97 kg L = 1800 - 80 + 2 * 192 = 2104mm

4/8/2

l = 1.232 m Pembesian tulangan atas D13 pondasi PC - B 3.10

w = 1.04 kg/m' n = 1000/150 + 1 = 8 tulangan

vol = 1.28 kg 82.00 kg L = 1000 - 80 + 2 * 156 = 1232mm

4/8/2

l = 1.304 m Pembesian tulangan bawah D16 pondasi PC - B 3.11

w = 1.58 kg/m' n = 1000/150 + 1 = 8 tulangan

vol = 2.06 kg 131.86 kg L= 1000-80+2*192= 1304mm

Pengecoran plat pondasi dengan campuran (1 PC : 1,5 PB : 2,5 Kr) 3.12

6.50

3.2 Pek. Beton sloof 3.20

1

p = 33.2 m Pengecoran lantai kerja sloof (1PC : 3 PB : 5Kr) 5 cm 3.21

l = 0.9 m

t = 0.05 m

vol = 1.494 1.49

2

p = 43.4 m Bekisting sloof 3.22

t = 0.4 m

luas = 17.36 34.72

6/6

l = 4.384 m Pembesian tulangan sloof arah X D16 3.23

w = 1.58 kg/m' l = 4 + 2*(12*0.016) = 4.384 m

vol = 6.92 kg 249.10 kg

6/6

l = 4.384 m Pembesian tulangan sloof arah Y D16 3.24

w = 1.58 kg/m' l = 4 + 2*(12*0.016) = 4.384 m

vol = 6.92 kg 249.10 kg

302

l = 1.23 m Pembesian tulangan sengkang Ø10 sloof 3.25

w = 0.62 kg/m' l = 0.32 * 2 + 0.22 * 2 + 2 * 0.075 = 1.23 m

vol = 0.76 kg 230.31 kg

1

p = 43.4 m Pengecoran sloof dengan campuran (1 PC : 1,5 PB : 2,5 Kr) 3.26

l = 0.3 m

t = 0.4 m

vol = 5.208 5.21

3.3 Pek. Beton kolom 3.30

9

p = 1.6 m Bekisting kolom 3.31

t = 0.7 m

luas = 1.12 10.08

9/10

l = 1.26 m Pembesian tulangan D16 kolom 3.32

w = 1.58 kg/m'

vol = 1.99 kg 179.17 kg

9/6

l = 1.43 m Pembesian tulangan sengkang Ø10 kolom 3.33

w = 0.62 kg/m'

vol = 0.882 kg 47.64 kg

9

p = 0.5 m Pengecoran dengan campuran (1 PC : 1,5 PB : 2,5 Kr) 3.34

l = 0.3 m

t = 0.7 m

m3

3.12 = 2.13 + 2.14

m3 m3

m2 m2

m3 m3

(2*0.5+2*0.3) * 0.7 = 10.08 m2

m2 m2

9

luas = 0.105 0.95

3.34

IV. PEKERJAAN AKHIR PROYEK

p = 24 m Pembersihan akhir 4.01

l = 20 m

vol = 480 m² 480.00 m²

m3 m3

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.)


1.1 Pembersihan lahan 480 0.00 0.00 8,360.00 4,012,800.00 8,360.00 4,012,800.00 3.51%

1.2 88 m' 323,706.08 28,486,135.04 54,560.00 4,801,280.00 378,266.08 33,287,415.04 29.09%

1.3 47.2 m' 36,324.75 1,714,528.20 18,920.00 893,024.00 55,244.75 2,607,552.20 2.28%

TOTAL PEKERJAAN PERSIAPAN 30,200,663.24 9,707,104.00 39,907,767.24

2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A 13.44 0.00 0.00 36,080.00 484,915.20 36,080.00 484,915.20 0.42%

2.2 Pek. galian tanah pondasi PC - B 7.17 0.00 0.00 36,080.00 258,693.60 36,080.00 258,693.60 0.23%

2.3 Pek. galian tanah sloof 4.75 0.00 0.00 36,080.00 171,380.00 36,080.00 171,380.00 0.15%

2.4 2.88 214,830.00 618,710.40 24,420.00 70,329.60 239,250.00 689,040.00 0.60%

2.5 2.88 0.00 0.00 45,100.00 129,888.00 45,100.00 129,888.00 0.11%

2.6 1.54 214,830.00 330,838.20 24,420.00 37,606.80 239,250.00 368,445.00 0.32%

Bobot (%)

m2

Pemasangan pagar sementara dari seng gelombang 2 meter

Pengukuran dan pemasangan bouwplank

m3

m3

m3

Pek. urugan pasir bawah pondasi PC - A

m3

Pek. pemadatan pasir bawah pondasi PC - A

m3

Pek. urugan pasir bawah pondasi PC - B

m3

2.7 1.54 0.00 0.00 45,100.00 69,454.00 45,100.00 69,454.00 0.06%

2.8 Pek. urugan pasir bawah sloof 4.54 214,830.00 974,468.88 24,420.00 110,769.12 239,250.00 1,085,238.00 0.95%

2.9 Pek. pemadatan pasir bawah sloof 4.54 0.00 0.00 45,100.00 204,573.60 45,100.00 204,573.60 0.18%

2.10 Pek. urugan tanah kembali 6.92 0.00 0.00 17,292.00 119,660.64 17,292.00 119,660.64 0.10%

2.11 6.92 0.00 0.00 45,100.00 312,092.00 45,100.00 312,092.00 0.27%

2.12 Pek. buang tanah sisa galian 18.44 0.00 0.00 46,332.00 854,362.08 46,332.00 854,362.08 0.75%

TOTAL PEKERJAAN TANAH 1,924,017.48 2,823,724.64 4,747,742.12

3.1 PEKERJAAN PONDASI PC - A

3.1.1 19.20 34,803.04 668,218.37 13,299.00 255,340.80 48,102.04 923,559.17 0.81%

3.1.2 187.20 kg 11,477.81 2,148,646.03 1,317.80 246,692.16 12,795.61 2,395,338.19 2.09%

3.1.3 284.40 kg 11,477.81 3,264,289.16 1,317.80 374,782.32 12,795.61 3,639,071.48 3.18%

3.1.4 Bekisting plat pondasi PC - A 14.00 144,606.00 2,024,484.00 51,216.00 717,024.00 195,822.00 2,741,508.00 2.40%

3.1.5 4.50 962,371.99 4,330,673.96 164,010.00 738,045.00 1,126,381.99 5,068,718.96 4.43%

TOTAL PEKERJAAN PONDASI PC - A 12,436,311.52 2,331,884.28 14,768,195.80

3.2 PEKERJAAN PONDASI PC-B

3.2.1 10.24 34,803.04 356,383.13 13,299.00 136,181.76 48,102.04 492,564.89 0.43%

Pek. pemadatan pasir bawah pondasi PC - B

m3

m3

m3

m3

Pek. pemadatan urugan tanah kembali

m3

m3

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

m2

Pembesian tulangan D13 plat pondasi PC - A


m2

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

m3

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

m2

3.2.2 88.52 kg 11,477.81 1,016,015.74 1,317.80 116,651.66 12,795.61 1,132,667.40 0.99%

3.2.3 134.49 kg 11,477.81 1,543,650.67 1,317.80 177,230.92 12,795.61 1,720,881.59 1.50%

3.2.4 Bekisting plat pondasi PC - B 8.00 144,606.00 1,156,848.00 51,216.00 409,728.00 195,822.00 1,566,576.00 1.37%

3.2.5 2.00 962,371.99 1,924,743.98 164,010.00 328,020.00 1,126,381.99 2,252,763.98 1.97%

TOTAL PEKERJAAN PONDASI PC - B 5,997,641.52 1,167,812.34 7,165,453.86

3.3 PEKERJAAN SLOOF

3.3.1 30.24 34,803.04 1,052,443.93 13,299.00 402,161.76 48,102.04 1,454,605.69 1.27%

3.3.2 Pembesian tulangan D16 sloof 485.09 kg 11,477.81 5,567,770.85 1,317.80 639,251.60 12,795.61 6,207,022.45 5.42%

3.3.3 230.31 kg 10,022.51 2,308,284.28 1,317.80 303,502.52 11,340.31 2,611,786.80 2.28%

3.3.4 Bekisting sloof 34.72 161,931.00 5,622,244.32 51,216.00 1,778,219.52 213,147.00 7,400,463.84 6.47%

3.3.5 5.21 962,371.99 5,013,958.07 164,010.00 854,492.10 1,126,381.99 5,868,450.17 5.13%

TOTAL PEKERJAAN SLOOF 19,564,701.45 3,977,627.50 23,542,328.95

3.4 PEKERJAAN PEDESTAL

3.4.1 Pembesian tulangan D16 pedestal 209.32 kg 11,477.81 2,402,512.23 1,317.80 275,839.26 12,795.61 2,678,351.49 2.34%

3.4.2 47.64 kg 10,022.51 477,472.38 1,317.80 62,779.99 11,340.31 540,252.37 0.47%

3.4.3 Bekisting pedestal 10.08 283,437.00 2,857,044.96 58,740.00 592,099.20 342,177.00 3,449,144.16 3.01%

3.4.4 0.95 962,371.99 914,253.39 164,010.00 155,809.50 1,126,381.99 1,070,062.89 0.94%

Pembesian tulangan D13 plat pondasi PC - B


m2

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

m3

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

m2

Pembesian sengkang sloof (ø10-150)

m2

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

m3

Pembesian sengkang pedestal (ø10-150)

m2

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

m3

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh 33,000.00 1,188,000.00 26,235.00 944,460.00 59,235.00 2,132,460.00 1.86%

TOTAL PEKERJAAN PEDESTAL 7,839,282.96 2,030,987.95 9,870,270.91


4.1 Pembersihan Akhir 480 0.00 0.00 8,360.00 4,012,800.00 8,360.00 4,012,800.00 3.51%

TOTAL PEKERJAAN AKHIR PROYEK 0.000 4,012,800.000 4,012,800.000

TOTAL 77,962,618.166 26,051,940.710 104,014,558.876 90.91%

m2

24110273.95

Bobot (%) 25315787.6475

27847366.4123

30632103.0535

0.01513827 0.00 8,360.000.18038812 323,706.08 54,560.00

0.01787392 36,324.75 18,920.00

113614561

0.00423362 0.00 36,080.00

0.00301841 0.00 36,080.00

0.00465391 214,830.00 24,420.00

0.00099225 0.00 45,100.00

0.00522847 214,830.00 24,420.00

0.00111475 0.00 45,100.00

0.0017942 0.00 17,292.00

0.00467952 0.00 45,100.00

0.00454447 0.00 46,332.00

12625.591 0.00661912 34,803.04 13,299.00

6.83% 159066.6 1.06% 11,477.81 1,317.80

1058609.19 0.02058211 11,477.81 1,317.80

0 0.00843568 144,606.00 51,216.00

12625.591 0.01340195 962,371.99 164,010.00

0 0.0074363 52,912.24 13,299.00

1.27% 0 2.17% 14,075.17 1,317.80

38283.344 0.00772893 12,474.34 1,317.80

12625.591 0.04288018 161,931.00 51,216.00

11024.761 0.02084748 1,239,020.19 164,010.00

#REF! #REF! 2.32% 11,477.81 1,449.58

0 0.01622718 11,477.81 1,449.58

0 0.00629644 10,022.51 1,449.58

12625.591 0.08311536 283,437.00 58,740.00

11024.761 0.01884649 962,371.99 164,010.00

311780.7 0.00525856 33,000.00 26,235.00

#REF! 0.07174112 283,437.00 60,280.00

#REF! 0.01543492 11,477.81 1,449.58

#REF! 0.01083495 11,477.81 1,449.58

1

113595513



Bobot (%)Har. Sat Total Har. Sat Total Har. Sat Total (Rp.) (Rp.) (Rp.) (Rp.) (Rp.) (Rp.)



1.2 88 m' 356,076.00 31,334,688.00 60,016.00 5,281,408.00 416,092.00 36,616,096.00 32.00%

1.3 47.2 m' 39,957.23 1,885,981.26 20,812.00 982,326.40 60,769.23 2,868,307.66 2.51%

TOTAL PEKERJAAN PERSIAPAN 33,220,669.26 10,677,814.40 43,898,483.66

2 PEKERJAAN TANAH




2.4 2.88 236,313.00 680,581.44 26,862.00 77,362.56 263,175.00 757,944.00 0.66%

2.5 2.88 0.00 0.00 49,610.00 142,876.80 49,610.00 142,876.80 0.12%

2.6 1.54 236,313.00 363,922.02 26,862.00 41,367.48 263,175.00 405,289.50 0.35%

m2



m3

m3

m3


m3


m3


m3

2.7 1.54 0.00 0.00 49,610.00 76,399.40 49,610.00 76,399.40 0.07%

2.8 Pek. urugan pasir bawah sloof 4.54 236,313.00 1,071,915.77 26,862.00 121,846.03 263,175.00 1,193,761.80 1.04%



2.11 6.92 0.00 0.00 49,610.00 343,301.20 49,610.00 343,301.20 0.30%


TOTAL PEKERJAAN TANAH 2,116,419.23 3,106,097.10 5,222,516.33


3.1.1 19.20 38,283.34 735,040.13 14,628.90 280,874.88 52,912.24 1,015,915.01 0.89%

3.1.2 187.20 kg 12,625.59 2,363,510.45 1,449.58 271,361.38 14,075.17 2,634,871.82 2.30%

3.1.3 284.40 kg 12,625.59 3,590,717.80 1,449.58 412,260.55 14,075.17 4,002,978.35 3.50%


3.1.5 4.50 1,058,609.19 4,763,741.35 180,411.00 811,849.50 1,239,020.19 5,575,590.85 4.87%

TOTAL PEKERJAAN PONDASI PC - A 13,679,942.13 2,565,072.71 16,245,014.83


3.2.1 10.24 38,283.34 392,021.40 14,628.90 149,799.94 52,912.24 541,821.34 0.47%


m3

m3

m3

m3


m3

m3


m2



m2


m3


m2

3.2.2 88.52 kg 12,625.59 1,117,617.23 1,449.58 128,316.82 14,075.17 1,245,934.05 1.09%

3.2.3 134.49 kg 12,625.59 1,698,015.60 1,449.58 194,954.01 14,075.17 1,892,969.61 1.65%


3.2.5 2.00 1,058,609.19 2,117,218.38 180,411.00 360,822.00 1,239,020.19 2,478,040.38 2.17%

TOTAL PEKERJAAN PONDASI PC - B 6,597,405.41 1,284,593.57 7,881,998.98

3.3 PEKERJAAN SLOOF

3.3.1 30.24 38,283.34 1,157,688.20 14,628.90 442,377.94 52,912.24 1,600,066.14 1.40%


3.3.3 Pembesian sengkang sloof (ø10-150) 230.31 kg 11,024.76 2,539,112.48 1,449.58 333,852.77 12,474.34 2,872,965.25 2.51%

3.3.4 Bekisting sloof 34.72 178,124.10 6,184,468.75 56,337.60 1,956,041.47 234,461.70 8,140,510.22 7.11%

3.3.5 5.21 1,058,609.19 5,515,353.88 180,411.00 939,941.31 1,239,020.19 6,455,295.19 5.64%

TOTAL PEKERJAAN SLOOF 21,521,170.76 4,375,390.25 25,896,561.01

3.4 PEKERJAAN PEDESTAL3.4.1 Pembesian tulangan D16 pedestal 209.32 kg 12,625.59 2,642,763.25 1,449.58 303,423.19 14,075.17 2,946,186.43 2.57%

3.4.2 47.64 kg 11,024.76 525,219.57 1,449.58 69,057.99 12,474.34 594,277.56 0.52%


3.4.4 0.95 1,058,609.19 1,005,678.73 180,411.00 171,390.45 1,239,020.19 1,177,069.18 1.03%

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh 36,300.00 1,306,800.00 28,858.50 1,038,906.00 65,158.50 2,345,706.00 2.05%



m2


m3


m2

m2


m3


m2


m3

TOTAL PEKERJAAN PEDESTAL 8,623,211.00 2,234,086.75 10,857,297.75



TOTAL PEKERJAAN AKHIR PROYEK 0.000 4,414,080.000 4,414,080.000

TOTAL 85,758,817.781 28,657,134.781 114,415,952.563 100.00%PPN 10% 11,441,595.26

Total + PPN 125,857,547.819

m2

24110273.95

Bobot (%) 25315787.6475

27847366.4123

30632103.0535

0.01513827 0.00 8,360.000.18038812 323,706.08 54,560.00

0.01787392 36,324.75 18,920.00

113614561

0.00423362 0.00 36,080.00

0.00301841 0.00 36,080.00

0.00465391 214,830.00 24,420.00

0.00099225 0.00 45,100.00

0.00522847 214,830.00 24,420.00

0.00111475 0.00 45,100.00

0.0017942 0.00 17,292.00

0.00467952 0.00 45,100.00

0.00454447 0.00 46,332.00

13888.149 0.00661912 34,803.04 13,299.00

7.51% 174973.26 1.06% 11,477.81 1,317.80

1164470.11 0.02058211 11,477.81 1,317.80

0 0.00843568 144,606.00 51,216.00

13888.149 0.01340195 962,371.99 164,010.00

0 0.0074363 52,912.24 13,299.00

1.40% 0 2.17% 14,075.17 1,317.80

42111.674 0.00772893 12,474.34 1,317.80

13888.149 0.04288018 161,931.00 51,216.00

12127.236 0.02084748 1,239,020.19 164,010.00

#REF! #REF! 2.32% 11,477.81 1,449.58

0 0.01622718 11,477.81 1,449.58

0 0.00629644 10,022.51 1,449.58

13888.149 0.08311536 283,437.00 58,740.00

12127.236 0.01884649 962,371.99 164,010.00

342958.77 0.00525856 33,000.00 26,235.00

#REF! 0.07174112 283,437.00 60,280.00

#REF! 0.01543492 11,477.81 1,449.58

#REF! 0.01083495 11,477.81 1,449.58

1

ANALISA HARGA SATUAN PEKERJAAN1 PEKERJAAN PERSIAPAN

1.1 1 m² Pembersihan LahanUpah Tenaga KerjaPekerja = 0.1000 OH x Rp. 70,000.00 = Rp. 7,000.00Mandor = 0.0050 OH x Rp. 120,000.00 = Rp. 600.00DIRECT COST = Rp. 7,600.00

Contigency 5% = Rp. 380.00Overhead 5% = Rp. 380.00INDIRECT COST = Rp. 760.00

TOTAL COST BEFORE PROFIT = Rp. 8,360.00Profit 10% = Rp. 836.00TOTAL COST WITH PROFIT = Rp. 9,196.00Harga Satuan Pekerjaan untuk 1 m² Pembersihan Lahan = Rp. 9,196.00

1.2 1 m² Pemasangan pagar sementara dari seng gelombang tinggi 2 m

Bahan= 1.2500 batang x Rp. 10,000.00 = Rp. 12,500.00

Semen Portland = 2.5000 kg x Rp. 1,500.00 = Rp. 3,750.00Seng selombang 3'' - 5'' = 1.2000 lembar x Rp. 85,000.00 = Rp. 102,000.00Pasir beton = 0.0050 x Rp. 165,000.00 = Rp. 825.00Koral beton = 0.0090 x Rp. 175,000.00 = Rp. 1,575.00Kayu Biasa 5/7 = 0.0720 x Rp. 2,100,000.00 = Rp. 151,200.00Paku Biasa 2'' - 5'' = 0.0600 kg x Rp. 15,000.00 = Rp. 900.00

Meni besi = 0.4500 liter x Rp. 16,700.00 = Rp. 7,515.00

TOTAL = Rp. 280,265.00

Waste 5% = Rp. 14,013.25

DIRECT COST = Rp. 294,278.25

Contigency 5% = Rp. 14,713.91

Overhead 5% = Rp. 14,713.91INDIRECT COST = Rp. 29,427.83

TOTAL COST BEFORE PROFIT = Rp. 323,706.08Profit 10% = Rp. 32,370.61TOTAL COST WITH PROFIT = Rp. 356,076.68Upah Tenaga KerjaPekerja = 0.4000 OH x Rp. 70,000.00 = Rp. 28,000.00Tukang Kayu = 0.2000 OH x Rp. 85,000.00 = Rp. 17,000.00Kepala Tukang = 0.0200 OH x Rp. 110,000.00 = Rp. 2,200.00Mandor = 0.0200 OH x Rp. 120,000.00 = Rp. 2,400.00DIRECT COST = Rp. 49,600.00

Contigency 5% = Rp. 2,480.00Overhead 5% = Rp. 2,480.00INDIRECT COST = Rp. 4,960.00

TOTAL COST BEFORE PROFIT = Rp. 54,560.00Profit 10% = Rp. 5,456.00

Dolken kayu Ø8 - 10/400 cm

m³m³m³

TOTAL COST WITH PROFIT = Rp. 60,016.00= Rp. 416,092.68

1.3 1 m' Pengukuran dan Pemasangan BouwplankBahan

Kayu Biasa 5/7 = 0.0120 x Rp. 2,100,000.00 = Rp. 25,200.00

Paku Biasa 2'' - 5'' = 0.0200 kg x Rp. 15,000.00 = Rp. 300.00Papan Kayu 3/20 = 0.0070 x Rp. 850,000.00 = Rp. 5,950.00TOTAL = Rp. 31,450.00Waste 5% = Rp. 1,572.50DIRECT COST = Rp. 33,022.50


TOTAL COST BEFORE PROFIT = Rp. 36,324.75Profit 10% = Rp. 3,632.48TOTAL COST WITH PROFIT = Rp. 39,957.23

Upah Tenaga KerjaPekerja = 0.1000 OH x Rp. 70,000.00 = Rp. 7,000.00Tukang Kayu = 0.1000 OH x Rp. 85,000.00 = Rp. 8,500.00Kepala Tukang = 0.0100 OH x Rp. 110,000.00 = Rp. 1,100.00Mandor = 0.0050 OH x Rp. 120,000.00 = Rp. 600.00DIRECT COST = Rp. 17,200.00

Contigency 5% = Rp. 860.00Overhead 5% = Rp. 860.00INDIRECT COST = Rp. 1,720.00


Harga Satuan Pekerjaan untuk = Rp. 60,769.231 m' Pengukuran dan Pemasangan Bouwplank

2 PEKERJAAN TANAH2.1

Upah Tenaga KerjaPekerja = 0.4000 OH x Rp. 70,000.00 = Rp. 28,000.00Mandor = 0.0400 OH x Rp. 120,000.00 = Rp. 4,800.00DIRECT COST = Rp. 32,800.00



Harga Satuan Pekerjaan untuk = Rp. 39,688.00

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

m³

m³

1 m³ Pekerjaan Galian Tanah PC-A Biasa sedalam 1m

2.2Upah Tenaga Kerja (perhitungan lihat 2.1) = Rp. 39,688.00




2.4BahanPasir Urug = 1.2000 x Rp. 155,000.00 = Rp. 186,000.00Waste 5% = Rp. 9,300.00DIRECT COST = Rp. 195,300.00






Harga Satuan Pekerjaan untuk 1 m³ Urugan Pasir = Rp. 263,175.00

2.5


Contigency 5% = Rp. 2,050.00Overhead 5% = Rp. 2,050.00

1 m³ Pekerjaan Galian Tanah Biasa sedalam 1m

1 m³ Pekerjaan Galian Tanah PC-B Biasa sedalam 1m


1 m³ Pekerjaan Galian Tanah Sloof sedalam 1m


1 m³ Urugan pasir bawah pondasi PC - A

m³

1 m³ Pemadatan Pasir Bawah Pondasi PC - A

INDIRECT COST = Rp. 4,100.00

TOTAL COST BEFORE PROFIT = Rp. 45,100.00Profit 10% = Rp. 4,510.00TOTAL COST WITH PROFIT = Rp. 49,610.00Harga Satuan Pekerjaan untuk 1 m³ Pemadatan Pasir = Rp. 49,610.00

2.6Bahan (perhitungan lihat 2.4) = Rp. 236,313.00Upah Tenaga Kerja (perhitungan lihat 2.4) = Rp. 26,862.00Harga Satuan Pekerjaan untuk 1 m³ Urugan Pasir = Rp. 263,175.00

2.7Upah Tenaga Kerja (perhitungan lihat 2.5) = Rp. 49,610.00Harga Satuan Pekerjaan untuk 1 m³ Pemadatan Pasir = Rp. 49,610.00

2.8Bahan (perhitungan lihat 2.4) = Rp. 236,313.00Upah Tenaga Kerja (perhitungan lihat 2.4) = Rp. 26,862.00Harga Satuan Pekerjaan untuk 1 m³ Urugan Pasir = Rp. 263,175.00

2.9Upah Tenaga Kerja (perhitungan lihat 2.5) = Rp. 49,610.00Harga Satuan Pekerjaan untuk 1 m³ Pemadatan Pasir = Rp. 49,610.00

2.10Upah Tenaga KerjaPekerja = 0.1920 OH x Rp. 70,000.00 = Rp. 13,440.00

Mandor = 0.0190 OH x Rp. 120,000.00 = Rp. 2,280.00DIRECT COST = Rp. 15,720.00



Harga Satuan Pekerjaan untuk 1 m³ Urugan Tanah Kembali = Rp. 19,021.20


Harga Satuan Pekerjaan untuk 1 m³ Pemadatan tanah kembali = Rp. 49,610.00

2.12Upah Tenaga KerjaPekerja = 0.5160 OH x Rp. 70,000.00 = Rp. 36,120.00Mandor = 0.0500 OH x Rp. 120,000.00 = Rp. 6,000.00DIRECT COST = Rp. 42,120.00

Contigency 5% = Rp. 2,106.00Overhead 5% = Rp. 2,106.00

1 m³ Urugan pasir bawah pondasi PC - B

1 m³ Pemadatan pasir bawah pondasi PC - B

1 m³ Urugan pasir bawah sloof

1 m³ Pemadatan pasir bawah sloof

1 m³ Urugan Tanah Kembali

1 m³ Pemadatan tanah kembali

1 m³ Pekerjaan Pembuangan Tanah sejauh 150 meter




3 PEKERJAAN BETON BERTULANG3.1 PELAT PONDASI PC - A

3.1.1BahanSemen Portland = 11.6060 kg x Rp. 1,500.00 = Rp. 17,409.00Pasir beton = 0.0279 x Rp. 165,000.00 = Rp. 4,603.50Koral beton = 0.0464 x Rp. 175,000.00 = Rp. 8,120.00TOTAL = Rp. 30,132.50Waste 5% = Rp. 1,506.63DIRECT COST = Rp. 31,639.13



Upah Tenaga KerjaPekerja = 0.1350 OH x Rp. 70,000.00 = Rp. 9,450.00Tukang Batu = 0.0200 OH x Rp. 85,000.00 = Rp. 1,700.00Kepala Tukang = 0.0020 OH x Rp. 110,000.00 = Rp. 220.00

Mandor = 0.0060 OH x Rp. 120,000.00 = Rp. 720.00DIRECT COST = Rp. 12,090.00




3.1.2 1 kg Pembesian dengan besi ulir D13BahanBesi beton ulir = 1.0500 kg x Rp. 9,200.00 = Rp. 9,660.00Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp. 277.50TOTAL = Rp. 9,937.50Waste 5% = Rp. 496.88DIRECT COST = Rp. 10,434.38

1 m³ Pembuangan Tanah sejauh 150 meter

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



Upah Tenaga KerjaPekerja = 0.0070 OH x Rp. 70,000.00 = Rp. 490.00Tukang Besi = 0.0070 OH x Rp. 85,000.00 = Rp. 595.00Kepala Tukang = 0.0007 OH x Rp. 110,000.00 = Rp. 77.00Mandor = 0.0003 OH x Rp. 120,000.00 = Rp. 36.00



TOTAL COST BEFORE PROFIT = Rp. 1,317.80Profit 10% = Rp. 131.78TOTAL COST WITH PROFIT = Rp. 1,449.58

Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi ulir D13 = Rp. 14,075.17

3.1.3 1 kg Pembesian dengan besi ulir D16BahanBesi beton ulir = 1.0500 kg x Rp. 9,200.00 = Rp. 9,660.00Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp. 277.50TOTAL = Rp. 9,937.50Waste 5% = Rp. 496.88DIRECT COST = Rp. 10,434.38

Contigency 5% = Rp. 521.72

Overhead 5% = Rp. 521.72



Upah Tenaga Kerja = Rp. 1,449.58(Lihat Perhitungan 3.1.2)


3.1.4BahanKayu terentang = 0.0400 x Rp. 3,000,000.00 = Rp. 120,000.00Paku biasa 2'' - 5" = 0.3000 kg x Rp. 15,000.00 = Rp. 4,500.00Minyak bekisting = 0.1000 liter x Rp. 7,000.00 = Rp. 700.00

1 m² bekisting untuk pondasi PC - A

m³

TOTAL = Rp. 125,200.00Waste 5% = Rp. 6,260.00DIRECT COST = Rp. 131,460.00







3.1.5BahanSemen Portland = 406.8350 kg x Rp. 1,500.00 = Rp. 610,252.50Pasir beton = 0.4880 x Rp. 165,000.00 = Rp. 80,520.00Koral beton = 0.8140 x Rp. 175,000.00 = Rp. 142,450.00TOTAL = Rp. 833,222.50Waste 5% = Rp. 41,661.13DIRECT COST = Rp. 874,883.63


TOTAL COST BEFORE PROFIT = Rp. 962,371.99Profit 10% = Rp. 96,237.20TOTAL COST WITH PROFIT = Rp. 1,058,609.19

Upah Tenaga KerjaPekerja = 1.6500 OH x Rp. 70,000.00 = Rp. 115,500.00Tukang Batu = 0.2500 OH x Rp. 85,000.00 = Rp. 21,250.00Kepala Tukang = 0.0250 OH x Rp. 110,000.00 = Rp. 2,750.00Mandor = 0.0800 OH x Rp. 120,000.00 = Rp. 9,600.00DIRECT COST = Rp. 149,100.00

1 m² bekisting untuk pondasi

1 m³ Cor Beton 1 PC : 1,5 PB : 2,5 Kr

m³m³


TOTAL COST BEFORE PROFIT = Rp. 164,010.00Profit 10% = Rp. 16,401.00TOTAL COST WITH PROFIT = Rp. 180,411.00Harga Satuan Pekerjaan untuk = Rp. 1,239,020.19

3.2 PELAT PONDASI PC - B3.2.1

Bahan (perhitungan lihat 3.1.1) = Rp. 38,283.34Upah tenaga kerja (perhitungan lihat 3.1.1) = Rp. 14,628.90

3.2.2 1 kg Pembesian dengan besi ulir D13Bahan (perhitungan lihat 3.1.2) = Rp. 12,625.59Upah tenaga kerja (perhitungan lihat 3.1.2) = Rp. 1,449.58


3.2.4Bahan (perhitungan lihat 3.1.4) = Rp. 159,066.60Upah tenaga kerja (perhitungan lihat 3.1.4) = Rp. 56,337.60

3.2.5Bahan (perhitungan lihat 3.1.5) = Rp. 1,058,609.19Upah tenaga kerja (perhitungan lihat 3.1.5) = Rp. 180,411.00

3.3 PEKERJAAN SLOOF3.3.1 1 m² Lantai Kerja Beton Tumbuk 1 Pc : 3 Ps : 5 Kr, tebal 5 cm

Bahan (perhitungan lihat 3.1.1) = Rp. 38,283.34Upah tenaga kerja (perhitungan lihat 3.1.1) = Rp. 14,628.90


3.3.3 1 kg Pembesian dengan besi polos ø10BahanBesi beton polos = 1.0500 kg x Rp. 8,000.00 = Rp. 8,400.00Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp. 277.50TOTAL = Rp. 8,677.50Waste 5% = Rp. 433.88DIRECT COST = Rp. 9,111.38


TOTAL COST BEFORE PROFIT = Rp. 10,022.51

Profit 10% = Rp. 1,002.25


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

1 m² bekisting untuk pondasi PC - B


TOTAL COST WITH PROFIT = Rp. 11,024.76


Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi polos ø10 = Rp. 12,474.34

3.3.4BahanKayu terentang = 0.0450 x Rp. 3,000,000.00 = Rp. 135,000.00Paku biasa 2'' - 5" = 0.3000 kg x Rp. 15,000.00 = Rp. 4,500.00Minyak bekisting = 0.1000 liter x Rp. 7,000.00 = Rp. 700.00TOTAL = Rp. 140,200.00Waste 5% = Rp. 7,010.00




Upah Tenaga KerjaPekerja = 0.3000 OH x Rp. 70,000.00 = Rp. 21,000.00Tukang Batu = 0.2600 OH x Rp. 85,000.00 = Rp. 22,100.00Kepala Tukang = 0.0260 OH x Rp. 110,000.00 = Rp. 2,860.00Mandor = 0.0050 OH x Rp. 120,000.00 = Rp. 600.00DIRECT COST = Rp. 46,560.00




3.3.5Bahan (perhitungan lihat 3.1.5) = Rp. 1,058,609.19Upah tenaga kerja (perhitungan lihat 3.1.5) = Rp. 180,411.00

3.4 PEKERJAAN PEDESTAL3.4.1 1 kg Pembesian dengan besi ulir D16

BahanBesi beton ulir = 1.0500 kg x Rp. 9,200.00 = Rp. 9,660.00Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp. 277.50TOTAL = Rp. 9,937.50Waste 5% = Rp. 496.88

1 m² bekisting untuk sloof

m³

1 m² bekisting untuk sloof

1 m³ Cor Beton Sloof 1 PC : 1,5 PB : 2,5 Kr



TOTAL COST BEFORE PROFIT = Rp. 11,477.81Profit 10% = Rp. 1,147.78

TOTAL COST WITH PROFIT = Rp. 12,625.59



3.4.2 1 kg Pembesian dengan besi polos ø10BahanBesi beton polos = 1.0500 kg x Rp. 8,000.00 = Rp. 8,400.00Kawat beton = 0.0150 kg x Rp. 18,500.00 = Rp. 277.50TOTAL = Rp. 8,677.50Waste 5% = Rp. 433.88




Upah Tenaga Kerja = Rp. 1,449.58(Lihat Perhitungan 3.1.2)Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi polos ø10 = Rp. 160,124.76

3.4.3BahanKayu terentang = 0.0400 x Rp. 3,000,000.00 = Rp. 120,000.00Paku biasa 2'' - 5" = 0.4000 kg x Rp. 15,000.00 = Rp. 6,000.00Minyak bekisting = 0.2000 liter x Rp. 7,000.00 = Rp. 1,400.00Balok kayu borneo = 0.0150 x Rp. 3,500,000.00 = Rp. 52,500.00Plywood tebal 9 mm = 0.3500 lembar x Rp. 130,000.00 = Rp. 45,500.00

= 2.0000 batang x Rp. 10,000.00 = Rp. 20,000.00TOTAL = Rp. 245,400.00Waste 5% = Rp. 12,270.00DIRECT COST = Rp. 257,670.00


1 m² bekisting untuk pedestal

m³

m³

Dolken kayu galam Ø8 - 10/4 m



Contigency 5% = Rp. 2,670.00Overhead 5% = Rp. 2,670.00INDIRECT COST = Rp. 5,340.00TOTAL COST BEFORE PROFIT = Rp. 58,740.00Profit 10% = Rp. 5,874.00TOTAL COST WITH PROFIT = Rp. 64,614.00


3.4.4

3.4.5BahanAngker = 1.0000 bh x Rp. 32,000.00 = Rp. 32,000.00TOTAL = Rp. 32,000.00




Upah Tenaga KerjaTukang Besi = 0.0100 OH x Rp. 85,000.00 = Rp. 850.00Tukang Las = 0.2000 OH x Rp. 85,000.00 = Rp. 17,000.00Mandor = 0.0500 OH x Rp. 120,000.00 = Rp. 6,000.00DIRECT COST = Rp. 23,850.00



1 m² bekisting untuk kolom

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

Pasang 1 Angker Ø 19 (L = 600 mm)


4. PEKERJAAN AKHIR PROYEK4.1 1 m² Pembersihan Lahan

Upah Tenaga KerjaPekerja = 0.1000 OH x Rp. 70,000.00 = Rp. 7,000.00Mandor = 0.0050 OH x Rp. 120,000.00 = Rp. 600.00DIRECT COST = Rp. 7,600.00


TOTAL COST BEFORE PROFIT = Rp. 8,360.00Profit 10% = Rp. 836.00TOTAL COST WITH PROFIT = Rp. 9,196.00

Harga Satuan Pekerjaan untuk 1 m² Pembersihan Lahan = Rp. 9,196.00

Pasang 1 Angker Ø 19 (L = 600 mm)

( Lihat I.1 )

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 2,100,000.00

Paku Biasa 2'' - 5'' 15,000.00Meni besi 16,700.00Papan Kayu 3/20 850,000.00Pasir Urug 155,000.00

besi 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 85000

Tukang Batu 85,000.00

Tukang Kayu 85,000.00

Pekerja 70,000.00

Kepala Tukang 110,000.00

Mandor 120,000.00


8,0009,200

18,5003000000

7000

3500000130000

32000

8500085000

85,000.0085,000.0070,000.00

110,000.00120,000.00

10,000.001,500.00

85,000.00165,000.00175,000.00

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

110,000.00

120,000.00

`

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

http://indonetwork.co.id/pasir_beton/prod

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

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.xlsx





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













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 ###Paku 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




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





TABEL KEBUTUHAN BAHAN TEORITIS

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

UnitHarga Harga Total

Bahan Satuan Bahan TeoritisTeoritis Bahan (Rp.) (Rp.)

1 PEKERJAAN PERSIAPAN1.1 Pembersihan lahan 480 m²1.2 Pemasangan pagar sementara 88 m¹ Dolken kayu Ø8 - 10/400 cm 1.2500 batang 110.00 batang 10,000.00 1,100,000.00

dari seng gelombang 2 meter Semen Portland 2.5000 kg 220.00 kg 1,500.00 330,000.00Seng selombang 3'' - 5'' 1.2000 lembar 105.60 lembar 85,000.00 8,976,000.00Pasir beton 0.0050 m³ 0.44 m³ 165,000.00 72,600.00Koral beton 0.0090 m³ 0.79 m³ 175,000.00 138,600.00Kayu Biasa 5/7 0.0720 m³ 6.34 m³ 2,100,000.00 13,305,600.00Paku Biasa 2'' - 5'' 0.0600 kg 5.28 kg 15,000.00 79,200.00Meni besi 0.4500 liter 39.60 liter 16,700.00 661,320.00

1.3 47.2 m¹ Kayu Biasa 5/7 0.0120 m³ 0.57 m³ 2,100,000.00 1,189,440.00

Paku Biasa 2'' - 5'' 0.0200 kg 0.94 kg 15,000.00 14,160.00

Papan Kayu 3/20 0.0070 m³ 0.33 m³ 850,000.00 280,840.00

TOTAL PEKERJAAN PERSIAPAN 26,147,760.00

2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A 13.44 m³

2.2 Pek. galian tanah pondasi PC - B 7.17

2.3 Pek. galian tanah sloof 4.75 m³

2.4 2.88 m³ Pasir Urug 1.2000 m³ 3.46 m³ 155,000.00 535,680.00

2.5 2.88 m³



Pek. pemadatan urugan pasir bawah pondasi PC - A

2.6 1.54 m³ Pasir Urug 1.2000 m³ 1.85 m³ 155,000.00 286,440.00

2.7 1.54 m³

2.8 Pek. urugan pasir bawah sloof 4.54 m³ Pasir Urug 1.2000 m³ 5.45 m³ 155,000.00 844,440.00

2.9 4.54 m³

2.10 Pek. urugan kembali 6.92 m³2.11 Pek. pemadatan urugan kembali 6.92 m³

2.12 Pek. buang tanah sisa galian 18.44 m³

TOTAL PEKERJAAN TANAH 1,666,560.00

3 PEKERJAAN BETON BERTULANG3.1 Pekerjaan Beton Plat Pondasi PC - A

3.1.119.20 m² Semen Portland 11.6060 kg 222.84 kg 1,500.00 334,252.80

Pasir beton 0.0279 m³ 0.54 m³ 165,000.00 88,387.20 Koral beton 0.0464 m³ 0.89 m³ 175,000.00 155,904.00

3.1.2 Pembesian tulangan D13 pondasi 187.20 kg Besi beton ulir D13 1.0500 kg 196.56 kg 8,400.00 1,651,104.00 Kawat beton 0.0150 kg 2.81 kg 17,800.00 49,982.40


3.1.4 Bekisting plat pondasi 14.00 m² Kayu terentang 0.0400 m³ 0.56 m³ 3,000,000.00 1,680,000.00 Paku Biasa 2'' - 5'' 0.3000 kg 4.20 kg 15,000.00 63,000.00 Minyak bekisting 0.1000 liter 1.40 liter 7,000.00 9,800.00

3.1.5

4.50 m³ Semen Portland 406.8350 kg 1830.76 kg 1,500.00 2,746,136.25 Pasir beton 0.4880 m³ 2.20 m³ 165,000.00 362,340.00

Koral beton 0.8140 m³ 3.66 m³ 175,000.00 641,025.00

TOTAL PEKERJAAN PONDASI 10,366,274.45


Pek. pemadatan urugan pasir bawah pondasi PC - B

Pek. pemadatan urugan pasir bawah sloof

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)

3.2 Pekerjaan Beton Plat Pondasi PC - B



3.2.2 Pembesian tulangan D13 pondasi 88.52 kg Besi beton ulir D13 1.0500 kg 92.95 kg 8,400.00 780,746.40 Kawat beton 0.0150 kg 1.33 kg 17,800.00 23,634.84



3.2.5


Koral beton 0.8140 m³ 3.66 m³ 175,000.00 641,025.00


3.3 Pekerjaan Beton Sloof


Pasir beton 0.0279 m³ 0.84 m³ 165,000.00 139,209.84Koral beton 0.0464 m³ 1.40 m³ 175,000.00 245,548.80

3.3.2 Pembesian tulangan D16 sloof 485.09 kg Besi beton ulir D16 1.0500 kg 509.34 kg 8,400.00 4,278,493.80Kawat beton 0.0150 kg 7.28 kg 17,800.00 129,519.03

3.3.3 230.31 kg Besi beton polos Ø10 1.0500 kg 241.83 kg 7,800.00 1,886,238.90

Kawat beton 0.0150 kg 3.45 kg 17,800.00 61,492.773.3.4 Bekisting sloof 34.72 m² Kayu terentang 0.0450 m³ 1.56 m³ 3,000,000.00 4,687,200.00

Paku Biasa 2'' - 5'' 0.3000 kg 10.42 kg 15,000.00 156,240.00Minyak bekisting 0.1000 liter 3.47 liter 7,000.00 24,304.00

3.3.5

5.21 m³ Semen Portland 406.8350 kg 2119.61 kg 1,500.00 3,179,415.53Pasir beton 0.4880 m³ 2.54 m³ 165,000.00 419,509.20

Koral beton 0.8140 m³ 4.24 m³ 175,000.00 742,164.50






TOTAL PEKERJAAN SLOOF 16,475,784.52

3.4 Pekerjaan Beton Pedestal3.4.1 Pembesian tulangan D16 Pedestal 209.32 kg Besi beton ulir D16 1.0500 kg 219.79 kg 8,400.00 1,846,202.40

Kawat beton 0.0150 kg 3.14 kg 17,800.00 55,888.44

3.4.2 47.64 kg Besi beton polos Ø10 1.0500 kg 50.02 kg 7,800.00 390,171.60

Kawat beton 0.0150 kg 0.71 kg 17,800.00 12,719.883.4.3 Bekisting Pedestal 10.08 m² Kayu terentang 0.0400 m³ 0.40 m³ 3,000,000.00 1,209,600.00

Paku Biasa 2'' - 5'' 0.4000 kg 4.03 kg 15,000.00 60,480.00Minyak bekisting 0.2000 liter 2.02 liter 7,000.00 14,112.00Balok kayu borneo 0.0150 m³ 0.15 m³ 3,500,000.00 529,200.00Plywood tebal 9 mm 0.3500 lembar 3.53 lembar 130,000.00 458,640.00Dolken kayu Ø8 - 10/400 cm 2.0000 batang 20.16 batang 10,000.00 201,600.00

3.4.40.95 m³ Semen Portland 406.8350 kg 386.49 kg 1,500.00 579,739.88


3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh Angker ø19mm (L= 600 mm) 1.0000 bh 36.00 bh 32,000.00 1,152,000.00

TOTAL PEKERJAAN KOLOM 6,722,175.69


4.1 Pembersihan Akhir 480 m²

BIAYA TOTAL KEBUTUHAN BAHAN 69,485,891.79

Pembesian sengkang Pedestal (ø10-150)

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

PAPAN KAYU PASIR BTN KORAL0 0 0 0 0 0

12500.00

``

0 0 0 1100000 0 03750.00 0 0 0 0 0 0

102000.00 0 8976000 0 0 0 0825.00 0 0 0 0 72600 0

1575.00 0 0 0 0 0 138600151200.00 0 0 0 0 0 0

900.00 79200 0 0 0 0 0

7515.00 0 0 0 0 0 025200.00

31450.00

0 0 0 0 0 0300.00 14160 0 0 0 0 0

5950.00 0 0 280840 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 0

0.00 0 0 0 0 0 0

0.00 0 0 0 0 0 00.00 0 0 0 0 0 0

186000.00 0 0 0 0 0 0

0.00 0 0 0 0 0 0

186000.00 0 0 0 0 0 0

0.00 0 0 0 0 0 00.00 0 0 0 0 0 0

0.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 0

17409.00

30132.50

0 0 0 0 0 04603.50 0 0 0 0 88387.2 08120.00 0 0 0 0 0 1559048820.00

9087.000 0 0 0 0 0

267.00 0 0 0 0 0 08820.00

9087.000 0 0 0 0 0

267.00 0 0 0 0 0 0120000.00

125200.00

0 0 0 0 0 04500.00 63000 0 0 0 0 0

700.00 0 0 0 0 0 0610252.50

833222.50

0 0 0 0 0 080520.00 0 0 0 0 362340 0

142450.00 0 0 0 0 0 6410250.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 0

17409.00

30132.50

0 0 0 0 0 04603.50 0 0 0 0 139209.84 08120.00 0 0 0 0 0 245548.88820.00

9087.000 0 0 0 0 0

267.00 9087.00 156240 0 0 0 0 08190.00

8457.00267.00135000.00

140200.004500.00 0 0 0 0 0 0

700.00 0 0 0 0 0 0610252.50

833222.50

0 0 0 0 0 080520.00 0 0 0 0 419509.2 0

142450.00 0 0 0 0 0 742164.50.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 0

#REF!#REF!

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

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0 0 0 0 0 0267.00 0 0 0 0 0 0

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0 0 0 0 0 06000.00 60480 0 0 0 0 01400.00 0 0 0 0 0 0

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142450.00 0 0 0 0 0 135327.532000.00 32000.00 0 0 0 0 0 0

0.00 0 0 0 0 0 00.00 14885996.78

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

No. Deskripsi Pekerjaan Vol. UnitMaterial

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


1.1 Pembersihan lahan 300 0.00 0.00

1.270 m' 352,360.47 24,665,232.90

1.3 Pengukuran dan pemasangan bouwplank 44.0 m' 39,957.23 1,758,117.90


2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi 13.82 0.00 0.00

2.2 Pek. galian tanah sloof 15.55 0.00 0.00

2.3 Pek. urugan pasir bawah pondasi 3.46 205,821.00 712,140.66

2.4 Pek. pemadatan urugan pasir bawah pondasi 3.46 0.00 0.00

2.5 Pek. urugan pasir bawah sloof 3.89 205,821.00 800,643.69

2.6 Pek. pemadatan urugan pasir bawah sloof 3.89 0.00 0.00

2.7 Pek. urugan kembali 11.66 0.00 0.00

2.8 Pek. pemadatan urugan kembali 11.66 0.00 0.00

2.9 Pek. buang tanah sisa galian 17.71 0.00 0.00



3.1 PEKERJAAN BETON PLAT PONDASI

3.1.123.04 35,157.02 810,017.78

3.1.2 Pembesian tulangan D13 plat pondasi 119.03 kg 11,545.03 1,374,230.663.1.3 Pembesian tulangan D16 plat pondasi 231.83 kg 11,545.03 2,676,439.09

3.1.4 Bekisting plat pondasi 14.40 159,066.60 2,290,559.04

3.1.53.60 952,132.39 3,427,676.61

TOTAL PEKERJAAN BETON PLAT PONDASI 10,578,923.19

3.2 PEKERJAAN BETON SLOOF

3.2.125.92 35,157.02 911,270.01

3.2.2 Pembesian tulangan D16 sloof 244.08 kg 11,545.03 2,817,893.303.2.3 Pembesian sengkang sloof (ø10-150) 92.79 kg 10,744.62 997,022.16

3.2.4 Bekisting sloof 28.80 178,124.10 5,129,974.08

3.2.54.32 952,132.39 4,113,211.94

m2


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

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

TOTAL PEKERJAAN BETON SLOOF 13,969,371.49

3.3 PEKERJAAN BETON KOLOM3.3.1 Pembesian tulangan D19 kolom 261.71 kg 11,545.03 3,021,483.043.3.2 Pembesian tulangan D16 kolom 182.77 kg 11,545.03 2,110,136.573.3.3 Pembesian sengkang kolom (ø8-150) 75.59 kg 10,744.62 812,233.09

3.3.4 Bekisting kolom 41.04 311,780.70 12,795,479.93

3.3.53.08 952,132.39 2,932,567.77

3.3.6 Angker ø19mm ( L= 600 mm ) 36.00 bh 36,300.00 1,306,800.00

TOTAL PEKERJAAN BETON KOLOM 22,978,700.41

3.4 PEKERJAAN BETON BALOK INDUK

3.4.1 Bekisting balok induk 35.52 311,780.70 11,074,450.463.4.2 Pembesian tulangan D19 balok induk 173.85 kg 11,545.03 2,007,113.313.4.3 Pembesian tulangan D16 balok induk 122.04 kg 11,545.03 1,408,946.653.4.4 Pembesian sengkang balok induk (ø8-150) 93.88 kg 10,744.62 1,008,741.10

3.4.53.55 952,132.39 3,380,069.99

TOTAL PEKERJAAN BETON BALOK INDUK 18,879,321.52

3.5 PEKERJAAN BETON BALOK ANAK

3.5.1 Bekisting balok anak 6.86 311,780.70 2,138,815.603.5.2 Pembesian tulangan D19 balok anak 51.38 kg 11,545.03 593,174.593.5.3 Pembesian tulangan D16 balok anak 35.52 kg 11,545.03 410,061.123.5.4 Pembesian sengkang balok anak (ø8-150) 26.51 kg 10,744.62 284,863.47

3.5.50.78 952,132.39 746,471.80

TOTAL PEKERJAAN BETON BALOK ANAK 4,173,386.58

3.6 PEKERJAAN BETON PLAT

3.6.1 Bekisting bawah plat 57.76 375,940.95 21,714,349.273.6.2 Pembesian tulangan plat (ø10-150) 6.92 kg 10,744.62 74,352.76

3.6.38.66 952,132.39 8,245,466.52

TOTAL PEKERJAAN BETON PLAT 30,034,168.55


4.1 Pembersihan Akhir 300 0.00 0.00

TOTAL 128,550,006.892

m2

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

m2

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

m2

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

m3

m2

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

m3

m2

PT: Date: Estimator: Page:

24110273.95Upah Pekerjaan 25315787.6475

Har. Sat Total Har. Sat Total 27847366.41225(Rp.) (Rp.) (Rp.) (Rp.) 30632103.053475

PEKERJAAN PERSIAPAN

9,196.00 2,758,800.00 9,196.00 2,758,800.00 1.70% 0.00

58,564.00 4,099,480.00 410,924.47 28,764,712.90 17.74%320,327.70

20,086.00 883,784.00 60,043.23 2,641,901.90 1.63% 36,324.75

7,742,064.00 34,165,414.80

PEKERJAAN TANAH

39,688.00 548,488.16 39,688.00 548,488.16 0.34% 0.00

39,688.00 617,148.40 39,688.00 617,148.40 0.38% 0.00

26,862.00 92,942.52 232,683.00 805,083.18 0.50% 187,110.00

49,610.00 171,650.60 49,610.00 171,650.60 0.11% 0.00

26,862.00 104,493.18 232,683.00 905,136.87 0.56% 187,110.00

49,610.00 192,982.90 49,610.00 192,982.90 0.12% 0.00

19,021.20 221,787.19 19,021.20 221,787.19 0.14% 0.00

49,610.00 578,452.60 49,610.00 578,452.60 0.36% 0.00

50,965.20 902,593.69 50,965.20 902,593.69 0.56% 0.00

3,430,539.24 4,943,323.59

PEKERJAAN BETON BERTULANG

PEKERJAAN BETON PLAT PONDASI

14,483.70 333,704.45 49,640.72 1,143,722.23 0.71% 31,960.931,398.76 166,497.47 12,943.79 1,540,728.13 0.95% 2.80% 10,495.491,398.76 324,268.95 12,943.79 3,000,708.05 1.85% 10,495.49

54,450.00 784,080.00 213,516.60 3,074,639.04 1.90% 144,606.00

178,596.00 642,945.60 1,130,728.39 4,070,622.21 2.51% 865,574.90

2,251,496.47 12,830,419.67

PEKERJAAN BETON SLOOF

14,483.70 375,417.50 49,640.72 1,286,687.51 0.79% 31,960.93

1,398.76 341,407.10 12,943.79 3,159,300.41 1.95% 2.64% 10,495.491,398.76 129,794.72 12,143.38 1,126,816.88 0.69% 9,767.84

54,450.00 1,568,160.00 232,574.10 6,698,134.08 4.13% 161,931.00

178,596.00 771,534.72 1,130,728.39 4,884,746.66 3.01% 865,574.90

Bobot (%)

3,186,314.04 17,155,685.53

PEKERJAAN BETON KOLOM1,398.76 366,073.40 12,943.79 3,387,556.44 2.09% 4.11% 10,495.491,398.76 255,657.52 12,943.79 2,365,794.09 1.46% 10,495.491,398.76 105,738.44 12,143.38 917,971.53 0.57% 9,767.84

62,218.20 2,553,434.93 373,998.90 15,348,914.86 9.46% 283,437.00

178,596.00 550,075.68 1,130,728.39 3,482,643.45 2.15% 865,574.90

27,588.00 993,168.00 63,888.00 2,299,968.00 1.42% 33,000.00

4,824,147.96 27,802,848.37

PEKERJAAN BETON BALOK INDUK

63,912.20 2,270,161.34 375,692.90 13,344,611.81 8.23% 283,437.001,398.76 243,175.55 12,943.79 2,250,288.86 1.39% 3.06% 10,495.491,398.76 170,703.55 12,943.79 1,579,650.20 0.97% 10,495.491,398.76 131,320.32 12,143.38 1,140,061.42 0.70% 9,767.84

178,596.00 634,015.80 1,130,728.39 4,014,085.79 2.48% 865,574.90

3,449,376.56 22,328,698.08

PEKERJAAN BETON BALOK ANAK

63,912.20 438,437.69 375,692.90 2,577,253.29 1.59% 283,437.001,398.76 71,867.17 12,943.79 665,041.75 0.41% 0.89% 10,495.491,398.76 49,681.72 12,943.79 459,742.84 0.28% 10,495.491,398.76 37,084.20 12,143.38 321,947.68 0.20% 9,767.84

178,596.00 140,019.26 1,130,728.39 886,491.06 0.55% 865,574.90

737,090.05 4,910,476.62

PEKERJAAN BETON PLAT

63,912.20 3,691,568.67 439,853.15 25,405,917.94 15.67% 341,764.501,398.76 9,679.42 12,143.38 84,032.18 0.05% 9,767.84

178,596.00 1,546,641.36 1,130,728.39 9,792,107.88 6.04% 865,574.90

5,247,889.45 35,282,058.00


9,196.00 2,758,800.00 9,196.00 2,758,800.00 1.70%

33,627,717.778 162,177,724.670 100.00%

PPN 10% 16,217,772.467

TOTAL + PPN 10% 178,395,497.137

8,360.00

53,240.00

18,260.00

36,080.00

36,080.00

24,420.00

45,100.00

24,420.00

45,100.00

17,292.00

45,100.00

46,332.00

13,167.001,271.601,271.60

19416560.43 49,500.00

162,360.00

13,167.00

1,271.601,271.60

49,500.00

162,360.00

1,271.601,271.601,271.60

56,562.00

162,360.00

25,080.00

58,102.001,271.601,271.601,271.60

162,360.00

58,102.001,271.601,271.601,271.60

162,360.00

58,102.001,271.60

162,360.00

8,360.00

KEBUTUHAN BAHAN BELI SEMEN

No. UraianVOL Pek Indeks SNI

Qty Unit Qty Unit Kg1 PEKERJAAN PERSIAPAN

1.1 Pemasangan pagar sementara 70 m' 2.5 kg/m' 175.0

2 PEKERJAAN TANAH


3.1 Pekerjaan Beton Plat Pondasi

3.1.123.04 m2 11.606 267.4

3.1.23.60 m3 406.835 1464.6


3.2.125.92 m2 11.606 300.8

3.2.24.32 m3 406.835 1757.5

3.3 Pekerjaan Beton Kolom

3.3.13.08 m3 406.835 1253.1

3.4 Pekerjaan Balok Induk

3.4.13.55 m3 406.835 1444.3

3.5 Pekerjaan Beton Plat Atap

3.5.18.66 m3 406.835 3523.2


TOTAL KEBUTUHAN SEMEN

Total Kebutuhan Semen 10695.2Total Kebutuhan Beli Semen (per sak @40 kg) 204 sakTotal Kebutuhan Beli Semen (kg) 8160Δ dalam kg -2535.2Δ dalam % -23.70%

Kebutuhan Teoritis Total

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

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

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

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


Kg Kg Sak

PEKERJAAN PERSIAPAN183.8 200 5

PEKERJAAN TANAHPEKERJAAN BETON BERTULANG

Pekerjaan Beton Plat Pondasi

280.8 320 8

1537.8 1560 39

Pekerjaan Beton Sloof

315.9 320 8

1845.4 1880 47

Pekerjaan Beton Kolom

1315.7 1320 33

Pekerjaan Balok Induk

1516.5 1520 38

Pekerjaan Beton Plat Atap

3699.4 3720 93

PEKERJAAN AKHIR PROYEK10695.2 10840 271

Kebutuhan Teoritis Total +

Waste 5%

Kebutuhan Beli (per sak 40kg )

Kebutuhan Beli ( per sak 40kg )


No. UraianVOL Pek Indeks SNI

Qty Unit Qty1 PEKERJAAN PERSIAPAN

1.1 Pemasangan pagar sementara 70 m' 2.5TOTAL PEKERJAAN PERSIAPAN

2 PEKERJAAN TANAH


3.1 Pekerjaan Beton Plat Pondasi

3.1.1 23.04 m2 11.606

3.1.2 3.60 m3 406.835

TOTAL PEKERJAAN PONDASI3.2 Pekerjaan Beton Sloof

3.2.1 25.92 m2 11.606

3.2.2 4.32 m3 406.835

TOTAL PEKERJAAN SLOOF3.3 Pekerjaan Beton Kolom

3.3.1 3.08 m3 406.835

TOTAL PEKERJAAN KOLOM3.4 Pekerjaan Balok Induk

3.4.1 3.55 m3 406.835

TOTAL PEKERJAAN BALOK INDUK3.5 Pekerjaan Beton Plat Atap

3.5.1 8.66 m3 406.835

TOTAL PEKERJAAN PLAT ATAP4 PEKERJAAN AKHIR PROYEK

TOTAL PEKERJAAN





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

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

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


Indeks SNITotal Harga Teoritis

Unit Kg Kg Zak

PEKERJAAN PERSIAPANkg/m' 175.0 200 5 Rp1,500.00 Rp262,500.00

TOTAL PEKERJAAN PERSIAPAN Rp262,500.00 PEKERJAAN TANAHPEKERJAAN BETON BERTULANG


267.4 280 7 Rp1,500.00 Rp401,103.36

1464.6 1480 37 Rp1,500.00 Rp2,196,909.00

TOTAL PEKERJAAN PONDASI Rp2,598,012.36 Pekerjaan Beton Sloof

300.8 320 8 Rp1,500.00 Rp451,241.28

1757.5 1760 44 Rp1,500.00 Rp2,636,290.80

TOTAL PEKERJAAN SLOOF Rp3,087,532.08 Pekerjaan Beton Kolom

1253.1 1280 32 Rp1,500.00 Rp1,879,577.70

TOTAL PEKERJAAN KOLOM Rp1,879,577.70 Pekerjaan Balok Induk

1444.3 1480 37 Rp1,500.00 Rp2,166,396.38

TOTAL PEKERJAAN BALOK INDUK Rp2,166,396.38 Pekerjaan Beton Plat Atap

3523.2 3560 89 Rp1,500.00 Rp5,284,786.65

TOTAL PEKERJAAN PLAT ATAP Rp5,284,786.65 PEKERJAAN AKHIR PROYEK

TOTAL PEKERJAAN Rp15,278,805.17

Kebutuhan Teoritis Total

Kebutuhan Beli ( per sak 40kg )

Kebutuhan Beli ( per sak 40kg ) Harga Satuan (per

Kg)

kg/m2

kg/m3

kg/m2

kg/m3

kg/m3

kg/m3

kg/m3


Total Harga BeliΔ

(Kg) (Rp) (%)PEKERJAAN PERSIAPAN

Rp300,000.00 Rp275,625.00 Rp300,000.00 25 Rp 37,500 0.25% Rp275,625.00

PEKERJAAN TANAHPEKERJAAN BETON BERTULANG


Rp420,000.00 Rp421,158.53

Rp2,220,000.00 Rp2,306,754.45

Rp2,640,000.00 28.0 Rp41,987.64 0.27% Rp2,727,912.98 Pekerjaan Beton Sloof

Rp480,000.00 Rp473,803.34

Rp2,640,000.00 Rp2,768,105.34

Rp3,120,000.00 21.6 Rp32,467.92 0.21% Rp3,241,908.68 Pekerjaan Beton Kolom

Rp1,920,000.00 Rp1,973,556.59

Rp1,920,000.00 26.9 Rp40,422.30 0.26% Rp1,973,556.59 Pekerjaan Balok Induk

Rp2,220,000.00 Rp2,274,716.19

Rp2,220,000.00 35.7 Rp53,603.63 0.35%Pekerjaan Beton Plat Atap

Rp5,340,000.00 Rp5,549,025.98

Rp5,340,000.00 36.8 Rp55,213.35 0.36% Rp5,549,025.98 PEKERJAAN AKHIR PROYEK

Rp15,540,000.00 174.1 Rp261,194.84 1.71%

Rp303,187.50 Rp333,506.25 Rp303,187.50

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

Rp463,274.38 Rp509,601.82 Rp0.00 Rp0.00

Rp2,537,429.90 Rp2,791,172.88 Rp0.00 Rp0.00

Rp3,000,704.28 Rp0.00 Rp0.00

Rp521,183.68 Rp573,302.05 Rp0.00 Rp0.00

Rp3,044,915.87 Rp3,349,407.46 Rp0.00 Rp0.00

Rp3,566,099.55 Rp0.00 Rp0.00

Rp2,170,912.24 Rp2,388,003.47 Rp0.00 Rp0.00

Rp2,170,912.24 Rp0.00 Rp0.00

Rp2,502,187.81 Rp2,752,406.59 Rp0.00 Rp0.00 Rp0.00 Rp0.00 Rp0.00

Rp6,103,928.58 Rp6,714,321.44 Rp0.00 Rp0.00

Rp6,103,928.58 Rp19,411,721.96

No. Deskripsi Pekerjaan Durasi 1

1 Pekerjaan persiapan (hari) 1 2 3 4 5 6

1.1 Pek. pembersihan lahan 4

1.22

1.3 Pek. pemasangan bouwplank 2

2 Pekerjaan tanah2.1 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 1


3.1.11

3.1.2 Pek. Pembesian D13 23.1.3 Pek. Pembesian D16 23.1.4 Pek. Bekisting pondasi 1

3.1.51

3.2 Pek. Beton sloof

3.2.11

3.2.2 Pek. Pembesian D16 23.2.3 Pek. Pembesian sengkang ø10 23.2.4 Pek. Bekisting sloof 1

3.2.5Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 Kr) 1

3.3 Pek. Beton kolom3.3.1 Pek. Pembesian D16 23.3.2 Pek. Pembesian sengkang ø10 23.3.3 Pek. Bekisting kolom 1

3.3.42

3.3.5 Pek. Pemasangan angker ø19 13.4 Pek. Beton balok

3.4.1 Pek. Bekisting balok 23.4.2 Pek. Pembesian D19 23.4.3 Pek. Pembesian D16 23.4.4 Pek. Pembesian sengkang ø8 2

Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m

Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr)

Pek. Pengecoran pondasi (1 PC : 1,5 PB : 2,5 Kr)

Pek. Pengecoran lantai kerja 5 cm (1 PC : 3 PB : 5 Kr)

Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 Kr)

3.4.5Pek. Pengecoran balok (1 PC : 1,5 PB : 2,5 Kr) 1

3.5 Pek Beton plat3.5.1 Pek. Bekisting plat 13.5.2 Pek. Pembesian ø10 23.5.3 Pek. Pengecoran plat (1 PC : 1,5 PB : 2,5 Kr) 1

4 Pek. Akhir proyek4.1 Pek. Pembersihan lahan akhir 3

57

1 2 3

7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

4 5 6

22 23 24 25 26 27 28 29 30 31 32 33 34 35 36

6 7

37 38 39 40 41 42 43 44 45 46 47 48

TABEL KEBUTUHAN BAHAN BELI SEMEN

No. Deskripsi Pekerjaan QuantityUnit Index SNI Unit

Kebutuhan

Unit

KebutuhanKebutuhan Harga Harga Total Δ

Teoritis Beli beli (per Satuan Bahan Teoritis(kg) (Rp) %

Total (kg) sak 40kg) per kg (Rp.) (Rp.)

1 PEKERJAAN PERSIAPAN1.1 Pembersihan lahan1.2 Pemasangan pagar sementara 88 m' Semen Portland 2.5000 kg/m' 220.00 kg 240 6 1,500.00 330,000.00 360,000.00 20 30,000.00 9.09%

dari seng gelombang 2 meter

1.3

TOTAL PEKERJAAN PERSIAPAN 330,000.00 360,000.00 20 30,000.00 9.09%

2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A

2.2 Pek. galian tanah pondasi PC - B

2.3 Pek. galian tanah sloof

2.4

2.5

2.6

2.7

2.8 Pek. urugan pasir bawah sloof

2.9

2.10 Pek. urugan kembali2.11 Pek. pemadatan urugan kembali2.12 Pek. buang tanah sisa galian

TOTAL PEKERJAAN TANAH


3.1.119.20 m² Semen Portland 11.6060 kg/m² 222.84 kg 240 6 1,500.00 334,252.80 360,000.00 17.16 25,747.20 7.70%

3.1.2 Pembesian tulangan D13 pondasi

Jenis Bahan yang Dipakai

Total Harga Beli








3.1.3 Pembesian tulangan D16 pondasi3.1.4 Bekisting plat pondasi

3.1.54.50 m³ Semen Portland 406.8350 kg/m³ 1830.76 kg 1840 46 1,500.00 2,746,136.25 2,760,000.00 9.24 13,863.75 0.50%

Pasir betonKoral beton

TOTAL PEKERJAAN PONDASI 3,080,389.05 3,120,000.00 26.41 39,610.95 1.29%



3.2.2 Pembesian tulangan D13 pondasi3.2.3 Pembesian tulangan D16 pondasi3.2.4 Bekisting plat pondasi

3.2.52.00 m³ Semen Portland 406.8350 kg/m³ 1830.76 kg 1840 46 1,500.00 2,746,136.25 2,760,000.00 9.24 13,863.75 0.50%

TOTAL PEKERJAAN PONDASI 3,080,389.05 3,120,000.00 26.41 39,610.95 1.29%



3.3.2 Pembesian tulangan D16 sloof

3.3.3

3.3.4 Bekisting sloof

3.3.55.21 m³ Semen Portland 406.8350 kg/m³ 2119.61 kg 2120 53 1,500.00 3,179,415.53 3,180,000.00 0.39 584.48 0.02%

TOTAL PEKERJAAN SLOOF 3,705,863.69 3,720,000.00 9.42 14,136.32 0.38%

3.4 Pekerjaan Beton Pedestal3.4.1 Pembesian tulangan D16 Pedestal

3.4.2

3.4.3 Bekisting Pedestal

3.4.40.95 m³ Semen Portland 406.8350 kg/m³ 386.49 kg 400 10 1,500.00 579,739.88 600,000.00 13.51 20,260.13 3.49%

3.4.5 Angker ø19mm ( L= 600 mm )TOTAL PEKERJAAN KOLOM 579,739.88 600,000.00 13.51 20,260.13 3.49%










4.1 Pembersihan Akhir TOTAL PEKERJAAN 10,776,381.66 10,920,000.00 95.75 143,618.34 1.33%

TABEL KEBUTUHAN BAHAN BELI BESI BETON

No. Deskripsi Pekerjaan

Kebutuhan beliΔ

m Kg

D13 D16 Ø10

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

1 PEKERJAAN PERSIAPAN1.1 Pembersihan lahan1.2 Pemasangan pagar sementara

dari seng gelombang 2 meter

1.3

TOTAL PEKERJAAN PERSIAPAN

2.00 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A

2.2 Pek. galian tanah pondasi PC - B

2.3 Pek. galian tanah sloof

2.4

2.5

2.6

2.7

2.8 Pek. urugan pasir bawah sloof

Kebutuhan Teoritis Harga

Satuan per (kg)

Harga Total Bahan Teoritis

(Rp.)

Harga Total Beli (Rp.)

Lonjor (bh)

Lonjor (bh)

Lonjor (bh)






2.9

2.10 Pek. urugan kembali

2.11 Pek. pemadatan urugan kembali

2.12 Pek. buang tanah sisa galianTOTAL PEKERJAAN TANAH

3.00 PEKERJAAN BETON BERTULANG3.1 Pekerjaan Beton Plat Pondasi PC - A

3.1.1

3.1.2 Pembesian tulangan D13 pondasi 180.00 187.20 196.56 17 8,600.00 1,609,920.00 1,690,416.00 9.36 80,496.00 4.76%3.1.3 Pembesian tulangan D16 pondasi 180.00 284.40 298.62 25 8,600.00 2,445,840.00 2,568,132.00 14.22 122,292.00 4.76%3.1.4 Bekisting plat pondasi

3.1.5



3.2.1

3.2.2 Pembesian tulangan D13 pondasi 85.12 88.52 92.95 8 8,600.00 761,272.00 799,370.00 4.43 38,098.00 4.77%3.2.3 Pembesian tulangan D16 pondasi 85.12 134.49 141.21 12 8,600.00 1,156,614.00 1,214,406.00 6.72 57,792.00 4.76%3.2.4 Bekisting plat pondasi

3.2.5








3.3.1

3.3.2 Pembesian tulangan D16 sloof 307.02 485.09 509.34 43 8,600.00 4,171,774.00 4,380,324.00 24.25 208,550.00 4.76%

3.3.3 371.47 230.31 241.83 21 8,300.001,911,573.00 2,007,189.00 11.52 95,616.00 4.76%


3.3.5


3.40 Pekerjaan Beton Pedestal3.4.1 Pembesian tulangan D16 Pedestal 132.48 209.32 219.79 19 8,600.00 1,800,152.00 1,890,194.00 10.47 90,042.00 4.76%

3.4.2 76.84 47.64 50.02 5 8,300.00395,412.00 415,166.00 2.38 19,754.00 4.76%

3.4.3 Bekisting Pedestal

3.4.4

3.4.5 Angker ø19mm ( L= 600 mm )TOTAL PEKERJAAN KOLOM 2,195,564.00

4.00 PEKERJAAN AKHIR PROYEK4.1 Pembersihan Akhir

14,252,557.00 14,965,197.00 83.35 712,640.00 4.76%






TABEL KEBUTUHAN TENAGA KERJA TEORITIS

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


1.1 Pembersihan lahan 480 Pekerja 0.1000 OH 48.00 70,000.00 3,360,000.00

Mandor 0.0050 OH 2.40 120,000.00 288,000.00

1.2 88 m' Pekerja 0.4000 OH 35.20 70,000.00 2,464,000.00

Tukang Kayu 0.2000 OH 17.60 85,000.00 1,496,000.00

Kepala Tukang 0.0200 OH 1.76 110,000.00 193,600.00

Mandor 0.0200 OH 1.76 120,000.00 211,200.00

1.3 Pengukuran dan pemasangan bouwplank 47.2 m' Pekerja 0.1000 OH 4.72 70,000.00 330,400.00Tukang Kayu 0.1000 OH 4.72 85,000.00 401,200.00Kepala Tukang 0.0100 OH 0.47 110,000.00 51,920.00Mandor 0.0050 OH 0.24 120,000.00 28,320.00


2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A 13.44 Pekerja 0.4000 OH 5.38 70,000.00 376,320.00

Mandor 0.0400 OH 0.54 120,000.00 64,512.00

2.2 Pek. galian tanah pondasi PC - B 7.17 Pekerja 0.4000 OH 2.87 70,000.00 200,760.00

Mandor 0.0400 OH 0.29 120,000.00 34,416.00

2.3 Pek. galian tanah sloof 4.75 Pekerja 0.4000 OH 1.90 70,000.00 133,000.00

Mandor 0.0400 OH 0.19 120,000.00 22,800.00

2.4 Pek. urugan pasir bawah pondasi PC - A 2.88 Pekerja 0.3000 OH 0.86 70,000.00 60,480.00

Total Kebutuhan Pekerja Teoritis

Upah Harian (Rp.)

Total Upah Teoritis (Rp)

m2


m3

m3

m3

m3

Mandor 0.0100 OH 0.03 120,000.00 3,456.00

2.5 2.88 Pekerja 0.5000 OH 1.44 70,000.00 100,800.00

Mandor 0.0500 OH 0.14 120,000.00 17,280.00

2.6 Pek. urugan pasir bawah pondasi PC - B 1.54 Pekerja 0.3000 OH 0.46 70,000.00 32,340.00

Mandor 0.0100 OH 0.02 120,000.00 1,848.00

2.7 1.54 Pekerja 0.5000 OH 0.77 70,000.00 53,900.00

Mandor 0.0500 OH 0.08 120,000.00 9,240.00

2.8 Pek. urugan pasir bawah sloof 4.54 Pekerja 0.3000 OH 1.36 70,000.00 95,340.00

Mandor 0.0100 OH 0.05 120,000.00 5,448.00

2.9 Pek. pemadatan pasir bawah sloof 4.54 Pekerja 0.5000 OH 2.27 70,000.00 158,900.00

Mandor 0.0500 OH 0.23 120,000.00 27,240.00

2.10 Pek. urugan tanah kembali 6.92 Pekerja 0.1920 OH 1.33 70,000.00 93,004.80

Mandor 0.0190 OH 0.13 120,000.00 15,777.60

2.11 Pek. pemadatan urugan tanah kembali 6.92 Pekerja 0.5000 OH 3.46 70,000.00 242,200.00

Mandor 0.0500 OH 0.35 120,000.00 41,520.00

2.12 Pek. buang tanah sisa galian 18.44 Pekerja 0.5160 OH 9.52 70,000.00 666,052.80

Mandor 0.0500 OH 0.92 120,000.00 110,640.00



3.1.1 19.20 Pekerja 0.1350 OH 2.59 70,000.00 181,440.00

Tukang Batu 0.0200 OH 0.38 85,000.00 32,640.00

Kepala Tukang 0.0020 OH 0.04 110,000.00 4,224.00


m3

m3


m3

m3

m3

m3

m3

m3


m2

Mandor 0.0060 OH 0.12 120,000.00 13,824.00

3.1.2 187.20 kg Pekerja 0.0070 OH 1.31 70,000.00 91,728.00

Tukang Besi 0.0070 OH 1.31 85,000.00 111,384.00

Kepala Tukang 0.0007 OH 0.13 110,000.00 14,414.40

Mandor 0.0003 OH 0.06 120,000.00 6,739.20

3.1.3 284.40 kg Pekerja 0.0070 OH 1.99 70,000.00 139,356.00

Tukang Besi 0.0070 OH 1.99 85,000.00 169,218.00

Kepala Tukang 0.0007 OH 0.20 110,000.00 21,898.80

Mandor 0.0003 OH 0.09 120,000.00 10,238.40

3.1.4 Bekisting plat pondasi PC - A 14.00 Pekerja 0.3000 OH 4.20 70,000.00 294,000.00

Tukang Kayu 0.2600 OH 3.64 85,000.00 309,400.00

Kepala Tukang 0.0260 OH 0.36 110,000.00 40,040.00

Mandor 0.0050 OH 0.07 120,000.00 8,400.00

3.1.5 4.50 Pekerja 1.6500 OH 7.43 70,000.00 519,750.00

Tukang Batu 0.2500 OH 1.13 85,000.00 95,625.00

Kepala Tukang 0.0250 OH 0.11 110,000.00 12,375.00Mandor 0.0800 OH 0.36 120,000.00 43,200.00

TOTAL PEKERJAAN PONDASI PC - A 2,119,894.80


3.2.1 10.24 Pekerja 0.1350 OH 1.38 70,000.00 96,768.00

Tukang Batu 0.0200 OH 0.20 85,000.00 17,408.00

Kepala Tukang 0.0020 OH 0.02 110,000.00 2,252.80

Mandor 0.0060 OH 0.06 120,000.00 7,372.80

3.2.2 88.52 kg Pekerja 0.0070 OH 0.62 70,000.00 43,374.80

Tukang Besi 0.0070 OH 0.62 85,000.00 52,669.40

Kepala Tukang 0.0007 OH 0.06 110,000.00 6,816.04



m2


m3


m2


Mandor 0.0003 OH 0.03 120,000.00 3,186.72

3.2.3 134.49 kg Pekerja 0.0070 OH 0.94 70,000.00 65,900.10

Tukang Besi 0.0070 OH 0.94 85,000.00 80,021.55

Kepala Tukang 0.0007 OH 0.09 110,000.00 10,355.73

Mandor 0.0003 OH 0.04 120,000.00 4,841.64

3.2.4 Bekisting plat pondasi PC - B 8.00 Pekerja 0.3000 OH 2.40 70,000.00 168,000.00

Tukang Kayu 0.2600 OH 2.08 85,000.00 176,800.00

Kepala Tukang 0.0260 OH 0.21 110,000.00 22,880.00

Mandor 0.0050 OH 0.04 120,000.00 4,800.00

3.2.5 2.00 Pekerja 1.6500 OH 3.30 70,000.00 231,000.00

Tukang Batu 0.2500 OH 0.50 85,000.00 42,500.00

Kepala Tukang 0.0250 OH 0.05 110,000.00 5,500.00

Mandor 0.0800 OH 0.16 120,000.00 19,200.00

TOTAL PEKERJAAN PONDASI PC - B 1,061,647.58

3.3 PEKERJAAN SLOOF

3.3.1 30.24 Pekerja 0.1350 OH 4.08 70,000.00 285,768.00

Tukang Batu 0.0200 OH 0.60 85,000.00 51,408.00

Kepala Tukang 0.0020 OH 0.06 110,000.00 6,652.80

Mandor 0.0060 OH 0.18 120,000.00 21,772.80

3.3.2 Pembesian tulangan D16 sloof 485.09 kg Pekerja 0.0070 OH 3.40 70,000.00 237,694.10

Tukang Besi 0.0070 OH 3.40 85,000.00 288,628.55

Kepala Tukang 0.0007 OH 0.34 110,000.00 37,351.93

Mandor 0.0003 OH 0.15 120,000.00 17,463.24

3.3.3 Pembesian sengkang sloof (ø10-150) 230.31 kg Pekerja 0.0070 OH 1.61 70,000.00 112,851.90

Tukang Besi 0.0070 OH 1.61 85,000.00 137,034.45

Kepala Tukang 0.0007 OH 0.16 110,000.00 17,733.87


m2


m3


m2

Mandor 0.0003 OH 0.07 120,000.00 8,291.16

3.3.4 Bekisting sloof 34.72 Pekerja 0.3000 OH 10.42 70,000.00 729,120.00

Tukang Kayu 0.2600 OH 9.03 85,000.00 767,312.00Kepala Tukang 0.0260 OH 0.90 110,000.00 99,299.20Mandor 0.0050 OH 0.17 120,000.00 20,832.00

3.3.5 5.21 Pekerja 1.6500 OH 8.60 70,000.00 601,755.00

Tukang Batu 0.2500 OH 1.30 85,000.00 110,712.50

Kepala Tukang 0.0250 OH 0.13 110,000.00 14,327.50

Mandor 0.0800 OH 0.42 120,000.00 50,016.00


3.4 PEKERJAAN PEDESTAL3.4.1 Pembesian tulangan D16 pedestal 209.32 kg Pekerja 0.0070 OH 1.47 70,000.00 102,566.80

Tukang Besi 0.0070 OH 1.47 85,000.00 124,545.40

Kepala Tukang 0.0007 OH 0.15 110,000.00 16,117.64

Mandor 0.0003 OH 0.06 120,000.00 7,535.52

3.4.2 Pembesian sengkang pedestal (ø10-150) 47.64 kg Pekerja 0.0070 OH 0.33 70,000.00 23,343.60

Tukang Besi 0.0070 OH 0.33 85,000.00 28,345.80

Kepala Tukang 0.0007 OH 0.03 110,000.00 3,668.28

Mandor 0.0003 OH 0.01 120,000.00 1,715.04

3.4.3 Bekisting pedestal 10.08 Pekerja 0.3000 OH 3.02 70,000.00 211,680.00

Tukang Kayu 0.3300 OH 3.33 85,000.00 282,744.00Kepala Tukang 0.0330 OH 0.33 110,000.00 36,590.40Mandor 0.0060 OH 0.06 120,000.00 7,257.60

3.4.4 0.95 Pekerja 1.6500 OH 1.57 70,000.00 109,725.00

Tukang Batu 0.2500 OH 0.24 85,000.00 20,187.50

Kepala Tukang 0.0250 OH 0.02 110,000.00 2,612.50

Mandor 0.0800 OH 0.08 120,000.00 9,120.00

m2


m3

m2


m3

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh Tukang besi 0.0100 OH 0.36 85,000.00 30,600.00Tukang Las 0.2000 OH 7.20 85,000.00 612,000.00Mandor 0.0500 OH 1.80 120,000.00 216,000.00

TOTAL PEKERJAAN PEDESTAL 1,846,355.08


4.1 Pembersihan Akhir 480 Pekerja 0.1000 OH 48.00 70,000.00 3,360,000.00

Mandor 0.0050 OH 2.40 120,000.00 288,000.00

TOTAL PEKERJAAN AKHIR PROYEK 3,648,000.000

TOTAL 311.58 23,683,837.660

m2

24110273.95Bobot (%) 25315787.6475

27847366.4123

30632103.0535

0.01513827 0.00 8,360.00

0.18038812 323,706.08 54,560.00

0.01787392 36,324.75 18,920.00

113614561

0.00423362 0.00 36,080.00

0.00301841 0.00 36,080.00

0.00465391 214,830.00 24,420.00

0.00099225 0.00 45,100.00

0.00522847 214,830.00 24,420.00

0.00111475 0.00 45,100.00

0.0017942 0.00 17,292.00

0.00467952 0.00 45,100.00

0.00454447 0.00 46,332.00

#REF! 0.00661912 34,803.04 13,299.00

#REF! #REF! 1.06% 11,477.81 1,317.80

#REF! 0.02058211 11,477.81 1,317.80

#REF! 0.00843568 144,606.00 51,216.00

#REF! 0.01340195 962,371.99 164,010.00

#REF! 0.0074363 52,912.24 13,299.00

#REF! #REF! 2.17% 14,075.17 1,317.80

#REF! 0.00772893 12,474.34 1,317.80

#REF! 0.04288018 161,931.00 51,216.00

#REF! 0.02084748 1,239,020.19 164,010.00

#REF! #REF! 2.32% 11,477.81 1,449.58

#REF! 0.01622718 11,477.81 1,449.58

#REF! 0.00629644 10,022.51 1,449.58

#REF! 0.08311536 283,437.00 58,740.00

#REF! 0.01884649 962,371.99 164,010.00

#REF! 0.00525856 33,000.00 26,235.00

#REF! 0.07174112 283,437.00 60,280.00

#REF! 0.01543492 11,477.81 1,449.58

#REF! 0.01083495 11,477.81 1,449.58

TABEL KEBUTUHAN TENAGA KERJA NYATA

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


1.1 Pembersihan lahan 480 Pekerja 0.1000 OH 48.003.00

Mandor 0.0050 OH 2.40

1.2 88 m' Pekerja 0.4000 OH 35.20

3.00Tukang Kayu 0.2000 OH 17.60

Kepala Tukang 0.0200 OH 1.76

Mandor 0.0200 OH 1.76

1.3 Pengukuran dan pemasangan bouwplank 47.2 m' Pekerja 0.1000 OH 4.72

2.00Tukang Kayu 0.1000 OH 4.72Kepala Tukang 0.0100 OH 0.47Mandor 0.0050 OH 0.24


2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A 13.44 Pekerja 0.4000 OH 5.382.00

Mandor 0.0400 OH 0.54

2.2 Pek. galian tanah pondasi PC - B 7.17 Pekerja 0.4000 OH 2.872.00

Mandor 0.0400 OH 0.29

2.3 Pek. galian tanah sloof 4.75 Pekerja 0.4000 OH 1.901.00

Mandor 0.0400 OH 0.19

2.4 Pek. urugan pasir bawah pondasi PC - A 2.88 Pekerja 0.3000 OH 0.861.00

Mandor 0.0100 OH 0.03


m2


m3

m3

m3

m3

2.5 2.88 Pekerja 0.5000 OH 1.441.00

Mandor 0.0500 OH 0.14

2.6 Pek. urugan pasir bawah pondasi PC - B 1.54 Pekerja 0.3000 OH 0.461.00

Mandor 0.0100 OH 0.02

2.7 1.54 Pekerja 0.5000 OH 0.771.00

Mandor 0.0500 OH 0.08

2.8 Pek. urugan pasir bawah sloof 4.54 Pekerja 0.3000 OH 1.361.00

Mandor 0.0100 OH 0.05

2.9 Pek. pemadatan pasir bawah sloof 4.54 Pekerja 0.5000 OH 2.271.00

Mandor 0.0500 OH 0.23

2.10 Pek. urugan tanah kembali 6.92 Pekerja 0.1920 OH 1.331.00

Mandor 0.0190 OH 0.13

2.11 Pek. pemadatan urugan tanah kembali 6.92 Pekerja 0.5000 OH 3.461.00

Mandor 0.0500 OH 0.35

2.12 Pek. buang tanah sisa galian 18.44 Pekerja 0.5160 OH 9.521.00

Mandor 0.0500 OH 0.92



3.1.1 19.20 Pekerja 0.1350 OH 2.59

1.00Tukang Batu 0.0200 OH 0.38


Mandor 0.0060 OH 0.12


m3

m3


m3

m3

m3

m3

m3

m3


m2

3.1.2 187.20 kg Pekerja 0.0070 OH 1.31

4.00Tukang Besi 0.0070 OH 1.31


Mandor 0.0003 OH 0.06

3.1.3 284.40 kg Pekerja 0.0070 OH 1.99



Mandor 0.0003 OH 0.09

3.1.4 Bekisting plat pondasi PC - A 14.00 Pekerja 0.3000 OH 4.20

2.00Tukang Kayu 0.2600 OH 3.64


Mandor 0.0050 OH 0.07

3.1.5 4.50 Pekerja 1.6500 OH 7.43


Kepala Tukang 0.0250 OH 0.11Mandor 0.0800 OH 0.36

TOTAL PEKERJAAN PONDASI PC - A


3.2.1 10.24 Pekerja 0.1350 OH 1.38



Mandor 0.0060 OH 0.06

3.2.2 88.52 kg Pekerja 0.0070 OH 0.62



Mandor 0.0003 OH 0.03



m2


m3


m2


3.2.3 134.49 kg Pekerja 0.0070 OH 0.94



Mandor 0.0003 OH 0.04

3.2.4 Bekisting plat pondasi PC - B 8.00 Pekerja 0.3000 OH 2.40

2.00Tukang Kayu 0.2600 OH 2.08


Mandor 0.0050 OH 0.04

3.2.5 2.00 Pekerja 1.6500 OH 3.30



Mandor 0.0800 OH 0.16

TOTAL PEKERJAAN PONDASI PC - B

3.3 PEKERJAAN SLOOF

3.3.1 30.24 Pekerja 0.1350 OH 4.08



Mandor 0.0060 OH 0.18

3.3.2 Pembesian tulangan D16 sloof 485.09 kg Pekerja 0.0070 OH 3.40



Mandor 0.0003 OH 0.15

3.3.3 Pembesian sengkang sloof (ø10-150) 230.31 kg Pekerja 0.0070 OH 1.61



Mandor 0.0003 OH 0.07


m2


m3


m2

3.3.4 Bekisting sloof 34.72 Pekerja 0.3000 OH 10.42


3.3.5 5.21 Pekerja 1.6500 OH 8.60



Mandor 0.0800 OH 0.42

TOTAL PEKERJAAN SLOOF


3.4.1 Pembesian tulangan D16 pedestal 209.32 kg Pekerja 0.0070 OH 1.47



Mandor 0.0003 OH 0.06

3.4.2 Pembesian sengkang pedestal (ø10-150) 47.64 kg Pekerja 0.0070 OH 0.33



Mandor 0.0003 OH 0.01

3.4.3 Bekisting pedestal 10.08 Pekerja 0.3000 OH 3.02


3.4.4 0.95 Pekerja 1.6500 OH 1.57



Mandor 0.0800 OH 0.08

m2


m3

m2


m3

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh Tukang besi 0.0100 OH 0.361.00Tukang Las 0.2000 OH 7.20

Mandor 0.0500 OH 1.80

TOTAL PEKERJAAN PEDESTAL


4.1 Pembersihan Akhir 480 Pekerja 0.1000 OH 48.002.00

Mandor 0.0050 OH 2.40

TOTAL PEKERJAAN AKHIR PROYEK

TOTAL 311.58

m2

TABEL KEBUTUHAN TENAGA KERJA NYATAΔ

Rp %

PEKERJAAN PERSIAPAN

16.00 16.00 48.00 70,000.00 3,360,000.00 3,360,000.00 0.00 0.00%0.80 1.00 3.00 120,000.00 288,000.00 360,000.00 72,000.00 25.00%

11.73 12.00 36.00 70,000.00 2,464,000.00 2,520,000.00 56,000.00 2.27%

5.87 6.00 18.00 85,000.00 1,496,000.00 1,530,000.00 34,000.00 2.27%

0.59 1.00 3.00 110,000.00 193,600.00 330,000.00 136,400.00 70.45%

0.59 1.00 3.00 120,000.00 211,200.00 360,000.00 148,800.00 70.45%

2.36 3.00 6.00 70,000.00 330,400.00 420,000.00 89,600.00 27.12%2.36 3.00 6.00 85,000.00 401,200.00 510,000.00 108,800.00 27.12%0.24 1.00 2.00 110,000.00 51,920.00 220,000.00 168,080.00 323.73%0.12 1.00 2.00 120,000.00 28,320.00 240,000.00 211,680.00 747.46%


PEKERJAAN TANAH

2.69 3.00 6.00 70,000.00 376,320.00 420,000.00 43,680.00 11.61%0.27 1.00 2.00 120,000.00 64,512.00 240,000.00 175,488.00 272.02%

1.43 2.00 4.00 70,000.00 200,760.00 280,000.00 79,240.00 39.47%0.14 1.00 2.00 120,000.00 34,416.00 240,000.00 205,584.00 597.35%

1.90 2.00 2.00 70,000.00 133,000.00 140,000.00 7,000.00 5.26%0.19 1.00 1.00 120,000.00 22,800.00 120,000.00 97,200.00 426.32%

0.86 1.00 1.00 70,000.00 60,480.00 70,000.00 9,520.0015.74%

0.03 1.00 1.00 120,000.00 3,456.00 120,000.00 116,544.00 3372.22%

Kebutuhan Teoritis per hari

Kebutuhan Nyata per hari

Total Kebutuhan Nyata

Upah Harian (Rp.)


Total Upah Nyata (Rp)

1.44 2.00 2.00 70,000.00 100,800.00 140,000.00 39,200.0038.89%

0.14 1.00 1.00 120,000.00 17,280.00 120,000.00 102,720.00 594.44%

0.46 1.00 1.00 70,000.00 32,340.00 70,000.00 37,660.00116.45%

0.02 1.00 1.00 120,000.00 1,848.00 120,000.00 118,152.00 6393.51%

0.77 1.00 1.00 70,000.00 53,900.00 70,000.00 16,100.0029.87%

0.08 1.00 1.00 120,000.00 9,240.00 120,000.00 110,760.00 1198.70%

1.36 2.00 2.00 70,000.00 95,340.00 140,000.00 44,660.00 46.84%0.05 1.00 1.00 120,000.00 5,448.00 120,000.00 114,552.00 2102.64%

2.27 3.00 3.00 70,000.00 158,900.00 210,000.00 51,100.00 32.16%0.23 1.00 1.00 120,000.00 27,240.00 120,000.00 92,760.00 340.53%

1.33 2.00 2.00 70,000.00 93,004.80 140,000.00 46,995.20 50.53%0.13 1.00 1.00 120,000.00 15,777.60 120,000.00 104,222.40 660.57%

3.46 4.00 4.00 70,000.00 242,200.00 280,000.00 37,800.00 15.61%0.35 1.00 1.00 120,000.00 41,520.00 120,000.00 78,480.00 189.02%

9.52 10.00 10.00 70,000.00 666,052.80 700,000.00 33,947.20 5.10%0.92 1.00 1.00 120,000.00 110,640.00 120,000.00 9,360.00 8.46%


PEKERJAAN PONDASI PC - A

2.59 3.00 3.00 70,000.00 181,440.00 210,000.00 28,560.00 15.74%

0.38 1.00 1.00 85,000.00 32,640.00 85,000.00 52,360.00 160.42%0.04 1.00 1.00 110,000.00 4,224.00 110,000.00 105,776.00 2504.17%0.12 1.00 1.00 120,000.00 13,824.00 120,000.00 106,176.00 768.06%

0.33 1.00 4.00 70,000.00 91,728.00 280,000.00 188,272.00 205.25%0.33 1.00 4.00 85,000.00 111,384.00 340,000.00 228,616.00 205.25%0.03 1.00 4.00 110,000.00 14,414.40 440,000.00 425,585.60 2952.50%0.01 1.00 4.00 120,000.00 6,739.20 480,000.00 473,260.80 7022.51%

0.50 1.00 4.00 70,000.00 139,356.00 280,000.00 140,644.00 100.92%0.50 1.00 4.00 85,000.00 169,218.00 340,000.00 170,782.00 100.92%0.05 1.00 4.00 110,000.00 21,898.80 440,000.00 418,101.20 1909.24%0.02 1.00 4.00 120,000.00 10,238.40 480,000.00 469,761.60 4588.23%

2.10 3.00 6.00 70,000.00 294,000.00 420,000.00 126,000.00 42.86%1.82 2.00 4.00 85,000.00 309,400.00 340,000.00 30,600.00 9.89%0.18 1.00 2.00 110,000.00 40,040.00 220,000.00 179,960.00 449.45%0.04 1.00 2.00 120,000.00 8,400.00 240,000.00 231,600.00 2757.14%

7.43 8.00 8.00 70,000.00 519,750.00 560,000.00 40,250.007.74%

1.13 2.00 2.00 85,000.00 95,625.00 170,000.00 74,375.00 77.78%0.11 1.00 1.00 110,000.00 12,375.00 110,000.00 97,625.00 788.89%0.36 1.00 1.00 120,000.00 43,200.00 120,000.00 76,800.00 177.78%

2,119,894.80

PEKERJAAN PONDASI PC-B

1.38 2.00 2.00 70,000.00 96,768.00 140,000.00 43,232.0044.68%

0.20 1.00 1.00 85,000.00 17,408.00 85,000.00 67,592.00 388.28%0.02 1.00 1.00 110,000.00 2,252.80 110,000.00 107,747.20 4782.81%0.06 1.00 1.00 120,000.00 7,372.80 120,000.00 112,627.20 1527.60%

0.15 1.00 4.00 70,000.00 43,374.80 280,000.00 236,625.20545.54%

0.15 1.00 4.00 85,000.00 52,669.40 340,000.00 287,330.60 545.54%0.02 1.00 4.00 110,000.00 6,816.04 440,000.00 433,183.96 6355.36%0.01 1.00 4.00 120,000.00 3,186.72 480,000.00 476,813.28 14962.51%

0.24 1.00 4.00 70,000.00 65,900.10 280,000.00 214,099.90324.89%

0.24 1.00 4.00 85,000.00 80,021.55 340,000.00 259,978.45 324.89%0.02 1.00 4.00 110,000.00 10,355.73 440,000.00 429,644.27 4148.86%0.01 1.00 4.00 120,000.00 4,841.64 480,000.00 475,158.36 9814.00%

1.20 2.00 4.00 70,000.00 168,000.00 280,000.00 112,000.00 66.67%1.04 2.00 4.00 85,000.00 176,800.00 340,000.00 163,200.00 92.31%0.10 1.00 2.00 110,000.00 22,880.00 220,000.00 197,120.00 861.54%0.02 1.00 2.00 120,000.00 4,800.00 240,000.00 235,200.00 4900.00%

3.30 4.00 4.00 70,000.00 231,000.00 280,000.00 49,000.0021.21%

0.50 1.00 1.00 85,000.00 42,500.00 85,000.00 42,500.00 100.00%0.05 1.00 1.00 110,000.00 5,500.00 110,000.00 104,500.00 1900.00%0.16 1.00 1.00 120,000.00 19,200.00 120,000.00 100,800.00 525.00%

1,061,647.58

PEKERJAAN SLOOF

4.08 5.00 5.00 70,000.00 285,768.00 350,000.00 64,232.0022.48%

0.60 1.00 1.00 85,000.00 51,408.00 85,000.00 33,592.00 65.34%0.06 1.00 1.00 110,000.00 6,652.80 110,000.00 103,347.20 1553.44%0.18 1.00 1.00 120,000.00 21,772.80 120,000.00 98,227.20 451.15%

0.85 1.00 4.00 70,000.00 237,694.10 280,000.00 42,305.90 17.80%0.85 1.00 4.00 85,000.00 288,628.55 340,000.00 51,371.45 17.80%0.08 1.00 4.00 110,000.00 37,351.93 440,000.00 402,648.07 1077.98%0.04 1.00 4.00 120,000.00 17,463.24 480,000.00 462,536.76 2648.63%

0.81 1.00 2.00 70,000.00 112,851.90 140,000.00 27,148.10 24.06%0.81 1.00 2.00 85,000.00 137,034.45 170,000.00 32,965.55 24.06%0.08 1.00 2.00 110,000.00 17,733.87 220,000.00 202,266.13 1140.56%0.03 1.00 2.00 120,000.00 8,291.16 240,000.00 231,708.84 2794.65%

10.42 11.00 11.00 70,000.00 729,120.00 770,000.00 40,880.00 5.61%9.03 10.00 10.00 85,000.00 767,312.00 850,000.00 82,688.00 10.78%0.90 1.00 1.00 110,000.00 99,299.20 110,000.00 10,700.80 10.78%0.17 1.00 1.00 120,000.00 20,832.00 120,000.00 99,168.00 476.04%

8.60 9.00 9.00 70,000.00 601,755.00 630,000.00 28,245.004.69%

1.30 2.00 2.00 85,000.00 110,712.50 170,000.00 59,287.50 53.55%0.13 1.00 1.00 110,000.00 14,327.50 110,000.00 95,672.50 667.75%0.42 1.00 1.00 120,000.00 50,016.00 120,000.00 69,984.00 139.92%

3,616,025.00

PEKERJAAN PEDESTAL

0.49 1.00 3.00 70,000.00 102,566.80 210,000.00 107,433.20 104.74%0.49 1.00 3.00 85,000.00 124,545.40 255,000.00 130,454.60 104.74%0.05 1.00 3.00 110,000.00 16,117.64 330,000.00 313,882.36 1947.45%0.02 1.00 3.00 120,000.00 7,535.52 360,000.00 352,464.48 4677.37%

0.11 1.00 3.00 70,000.00 23,343.60 210,000.00 186,656.40 799.60%0.11 1.00 3.00 85,000.00 28,345.80 255,000.00 226,654.20 799.60%0.01 1.00 3.00 110,000.00 3,668.28 330,000.00 326,331.72 8896.04%0.00 1.00 3.00 120,000.00 1,715.04 360,000.00 358,284.96 20890.76%

1.51 2.00 4.00 70,000.00 211,680.00 280,000.00 68,320.00 32.28%1.66 2.00 4.00 85,000.00 282,744.00 340,000.00 57,256.00 20.25%0.17 1.00 2.00 110,000.00 36,590.40 220,000.00 183,409.60 501.25%0.03 1.00 2.00 120,000.00 7,257.60 240,000.00 232,742.40 3206.88%

1.57 2.00 2.00 70,000.00 109,725.00 140,000.00 30,275.00 27.59%

0.24 1.00 1.00 85,000.00 20,187.50 85,000.00 64,812.50 321.05%0.02 1.00 1.00 110,000.00 2,612.50 110,000.00 107,387.50 4110.53%0.08 1.00 1.00 120,000.00 9,120.00 120,000.00 110,880.00 1215.79%

0.36 1.00 1.00 85,000.00 30,600.00 85,000.00 54,400.00 177.78%7.20 8.00 8.00 85,000.00 612,000.00 680,000.00 68,000.00 11.11%1.80 2.00 2.00 120,000.00 216,000.00 240,000.00 24,000.00 11.11%

1,846,355.08


24.00 24.00 48.00 70,000.00 3,360,000.00 3,360,000.00 0.00 0.00%1.20 2.00 4.00 120,000.00 288,000.00 480,000.00 192,000.00 66.67%

3,648,000.000

23,683,837.660 39,730,000.00 16,046,162.34 67.75%

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

Pekerja


1.1 Pembersihan lahan 480 Pekerja 0.1000 OH 48.00 48.00

Mandor 0.0050 OH 2.40

1.2 88 m' Pekerja 0.4000 OH 35.2035.20

Tukang Kayu 0.2000 OH 17.60


Mandor 0.0200 OH 1.76

1.3 Pengukuran dan pemasangan bouwplank 47.2 m' Pekerja 0.1000 OH 4.72 4.72Tukang Kayu 0.1000 OH 4.72Kepala Tukang 0.0100 OH 0.47Mandor 0.0050 OH 0.24


2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A 13.44 Pekerja 0.4000 OH 5.38 5.38

Mandor 0.0400 OH 0.54

2.2 Pek. galian tanah pondasi PC - B 7.17 Pekerja 0.4000 OH 2.87 2.87

Mandor 0.0400 OH 0.29

2.3 Pek. galian tanah sloof 4.75 Pekerja 0.4000 OH 1.90 1.90

Mandor 0.0400 OH 0.19

2.4 Pek. urugan pasir bawah pondasi PC - A 2.88 Pekerja 0.3000 OH 0.86 0.86

Mandor 0.0100 OH 0.03


m2


m3

m3

m3

m3

2.5 2.88 Pekerja 0.5000 OH 1.44 1.44

Mandor 0.0500 OH 0.14

2.6 Pek. urugan pasir bawah pondasi PC - B 1.54 Pekerja 0.3000 OH 0.46 0.46

Mandor 0.0100 OH 0.02

2.7 1.54 Pekerja 0.5000 OH 0.77 0.77

Mandor 0.0500 OH 0.08

2.8 Pek. urugan pasir bawah sloof 4.54 Pekerja 0.3000 OH 1.36

Mandor 0.0100 OH 0.05

2.9 Pek. pemadatan pasir bawah sloof 4.54 Pekerja 0.5000 OH 2.27

Mandor 0.0500 OH 0.23

2.10 Pek. urugan tanah kembali 6.92 Pekerja 0.1920 OH 1.33

Mandor 0.0190 OH 0.13

2.11 Pek. pemadatan urugan tanah kembali 6.92 Pekerja 0.5000 OH 3.46

Mandor 0.0500 OH 0.35

2.12 Pek. buang tanah sisa galian 18.44 Pekerja 0.5160 OH 9.52

Mandor 0.0500 OH 0.92



3.1.1 19.20 Pekerja 0.1350 OH 2.59

Tukang Batu 0.0200 OH 0.38


Mandor 0.0060 OH 0.12


m3

m3


m3

m3

m3

m3

m3

m3


m2

3.1.2 187.20 kg Pekerja 0.0070 OH 1.31

Tukang Besi 0.0070 OH 1.31


Mandor 0.0003 OH 0.06

3.1.3 284.40 kg Pekerja 0.0070 OH 1.99



Mandor 0.0003 OH 0.09

3.1.4 Bekisting plat pondasi PC - A 14.00 Pekerja 0.3000 OH 4.20



Mandor 0.0050 OH 0.07

3.1.5 4.50 Pekerja 1.6500 OH 7.43


Kepala Tukang 0.0250 OH 0.11Mandor 0.0800 OH 0.36

TOTAL PEKERJAAN PONDASI PC - A


3.2.1 10.24 Pekerja 0.1350 OH 1.38



Mandor 0.0060 OH 0.06

3.2.2 88.52 kg Pekerja 0.0070 OH 0.62



Mandor 0.0003 OH 0.03



m2


m3


m2


3.2.3 134.49 kg Pekerja 0.0070 OH 0.94



Mandor 0.0003 OH 0.04

3.2.4 Bekisting plat pondasi PC - B 8.00 Pekerja 0.3000 OH 2.40



Mandor 0.0050 OH 0.04

3.2.5 2.00 Pekerja 1.6500 OH 3.30



Mandor 0.0800 OH 0.16

TOTAL PEKERJAAN PONDASI PC - B

3.3 PEKERJAAN SLOOF

3.3.1 30.24 Pekerja 0.1350 OH 4.08



Mandor 0.0060 OH 0.18

3.3.2 Pembesian tulangan D16 sloof 485.09 kg Pekerja 0.0070 OH 3.40



Mandor 0.0003 OH 0.15

3.3.3 Pembesian sengkang sloof (ø10-150) 230.31 kg Pekerja 0.0070 OH 1.61



Mandor 0.0003 OH 0.07


m2


m3


m2

3.3.4 Bekisting sloof 34.72 Pekerja 0.3000 OH 10.42

Tukang Kayu 0.2600 OH 9.03Kepala Tukang 0.0260 OH 0.90Mandor 0.0050 OH 0.17

3.3.5 5.21 Pekerja 1.6500 OH 8.60



Mandor 0.0800 OH 0.42

TOTAL PEKERJAAN SLOOF

3.4 PEKERJAAN PEDESTAL3.4.1 Pembesian tulangan D16 pedestal 209.32 kg Pekerja 0.0070 OH 1.47



Mandor 0.0003 OH 0.06

3.4.2 Pembesian sengkang pedestal (ø10-150) 47.64 kg Pekerja 0.0070 OH 0.33



Mandor 0.0003 OH 0.01

3.4.3 Bekisting pedestal 10.08 Pekerja 0.3000 OH 3.02

Tukang Kayu 0.3300 OH 3.33Kepala Tukang 0.0330 OH 0.33Mandor 0.0060 OH 0.06

3.4.4 0.95 Pekerja 1.6500 OH 1.57



Mandor 0.0800 OH 0.08

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh Tukang besi 0.0100 OH 0.36

m2


m3

m2


m3

Tukang Las 0.2000 OH 7.20Mandor 0.0500 OH 1.80



4.1 Pembersihan Akhir 480 Pekerja 0.1000 OH 48.00

Mandor 0.0050 OH 2.40


TOTAL 311.58

m2

Tukang Kayu Tukang Batu Tukang Las Kepala Tukang Mandor

PEKERJAAN PERSIAPAN

2.40 70,000.00 3,360,000.00

120,000.00 288,000.00

17.60 1.76 1.7670,000.00 2,464,000.00

85,000.00 1,496,000.00

110,000.00 193,600.00

120,000.00 211,200.00

4.72 0.47 0.24 70,000.00 330,400.0085,000.00 401,200.00

110,000.00 51,920.00120,000.00 28,320.00


PEKERJAAN TANAH

0.54 70,000.00 376,320.00

120,000.00 64,512.00

0.29 70,000.00 200,760.00

120,000.00 34,416.00

0.19 70,000.00 133,000.00

120,000.00 22,800.00

0.03 70,000.00 60,480.00

120,000.00 3,456.00

Upah Harian (Rp.)


0.14 70,000.00 100,800.00

120,000.00 17,280.00

0.02 70,000.00 32,340.00

120,000.00 1,848.00

0.08 70,000.00 53,900.00

120,000.00 9,240.00

70,000.00 95,340.00

120,000.00 5,448.00

70,000.00 158,900.00

120,000.00 27,240.00

70,000.00 93,004.80

120,000.00 15,777.60

70,000.00 242,200.00

120,000.00 41,520.00

70,000.00 666,052.80

120,000.00 110,640.00


#REF!

PEKERJAAN PONDASI PC - A #REF! #REF!

70,000.00 181,440.00#REF!

85,000.00 32,640.00

110,000.00 4,224.00

120,000.00 13,824.00

70,000.00 91,728.00 #REF!

85,000.00 111,384.00

110,000.00 14,414.40

120,000.00 6,739.20

70,000.00 139,356.00

85,000.00 169,218.00

110,000.00 21,898.80

120,000.00 10,238.40

70,000.00 294,000.00 #REF!

85,000.00 309,400.00

110,000.00 40,040.00

120,000.00 8,400.00

70,000.00 519,750.00

85,000.00 95,625.00

110,000.00 12,375.00120,000.00 43,200.00

2,119,894.80

PEKERJAAN PONDASI PC-B #REF!

70,000.00 96,768.00#REF! #REF!

85,000.00 17,408.00

110,000.00 2,252.80

120,000.00 7,372.80

70,000.00 43,374.80#REF!

85,000.00 52,669.40

110,000.00 6,816.04

120,000.00 3,186.72

70,000.00 65,900.10#REF!

85,000.00 80,021.55

110,000.00 10,355.73

120,000.00 4,841.64

70,000.00 168,000.00 #REF!

85,000.00 176,800.00

110,000.00 22,880.00

120,000.00 4,800.00

70,000.00 231,000.00

85,000.00 42,500.00

110,000.00 5,500.00

120,000.00 19,200.00

1,061,647.58

PEKERJAAN SLOOF #REF! #REF!

70,000.00 285,768.00#REF!

85,000.00 51,408.00

110,000.00 6,652.80

120,000.00 21,772.80

70,000.00 237,694.10 #REF!

85,000.00 288,628.55

110,000.00 37,351.93

120,000.00 17,463.24

70,000.00 112,851.90 #REF!

85,000.00 137,034.45

110,000.00 17,733.87

120,000.00 8,291.16

70,000.00 729,120.00 #REF!

85,000.00 767,312.00110,000.00 99,299.20120,000.00 20,832.00

70,000.00 601,755.00#REF!

85,000.00 110,712.50

110,000.00 14,327.50

120,000.00 50,016.00

3,616,025.00

PEKERJAAN PEDESTAL70,000.00 102,566.80 #REF!

85,000.00 124,545.40

110,000.00 16,117.64

120,000.00 7,535.52

70,000.00 23,343.60

85,000.00 28,345.80

110,000.00 3,668.28

120,000.00 1,715.04

70,000.00 211,680.00

85,000.00 282,744.00110,000.00 36,590.40120,000.00 7,257.60

70,000.00 109,725.00#REF!

85,000.00 20,187.50

110,000.00 2,612.50

120,000.00 9,120.00

85,000.00 30,600.00 #REF!

85,000.00 612,000.00120,000.00 216,000.00

1,846,355.08


70,000.00 3,360,000.00

120,000.00 288,000.00

3,648,000.000

23,683,837.660

Bobot (%) 25315787.6475

27847366.4123

30632103.0535

0.01513827 0.00 8,360.00

0.18038812 323,706.08 54,560.00

0.01787392 36,324.75 18,920.00

113614561

0.00423362 0.00 36,080.00

0.00301841 0.00 36,080.00

0.00465391 214,830.00 24,420.00

0.00099225 0.00 45,100.00

0.00522847 214,830.00 24,420.00

0.00111475 0.00 45,100.00

0.0017942 0.00 17,292.00

0.00467952 0.00 45,100.00

0.00454447 0.00 46,332.00

0.00661912 34,803.04 13,299.00

1.06% 11,477.81 1,317.80

0.02058211 11,477.81 1,317.80

0.00843568 144,606.00 51,216.00

0.01340195 962,371.99 164,010.00

0.0074363 52,912.24 13,299.00

2.17% 14,075.17 1,317.80

0.00772893 12,474.34 1,317.80

0.04288018 161,931.00 51,216.00

0.02084748 1,239,020.19 164,010.00

2.32% 11,477.81 1,449.58

0.01622718 11,477.81 1,449.58

0.00629644 10,022.51 1,449.58

0.08311536 283,437.00 58,740.00

0.01884649 962,371.99 164,010.00

0.00525856 33,000.00 26,235.00

0.07174112 283,437.00 60,280.00

0.01543492 11,477.81 1,449.58

0.01083495 11,477.81 1,449.58


No. Deskripsi Pekerjaan Vol. Unit Jenis Pekerja Durasi


1.1 Pembersihan lahan480 Pekerja 48.00

316.00 16.00 48 70,000.00 3,360,000.00

Mandor 2.40 0.80 1.00 3 120,000.00 288,000.00

1.2

88 m' Pekerja 35.20

3

11.73 12.00 36 70,000.00 2,464,000.00

Tukang Kayu 17.60 5.87 6.00 18 85,000.00 1,496,000.00

Kepala Tukang 1.76 0.59 1.00 3 110,000.00 193,600.00

Mandor 1.76 0.59 1.00 3 120,000.00 211,200.00

1.3

47.2 m' Pekerja 4.72

2

2.36 3.00 6 70,000.00 330,400.00Tukang Kayu 4.72 2.36 3.00 6 85,000.00 401,200.00Kepala Tukang 0.47 0.24 1.00 2 110,000.00 51,920.00Mandor 0.24 0.12 1.00 2 120,000.00 28,320.00


2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A 13.44 Pekerja 5.382

2.69 3.00 6 70,000.00 376,320.00

Mandor 0.54 0.27 1.00 2 120,000.00 64,512.00

20.61 Pekerja 8.242

4.12 5.00 10 70,000.00 577,080.00

Mandor 0.82 0.41 1.00 2 120,000.00 98,928.00

2.2 Pek. galian tanah pondasi PC - B 7.17 Pekerja 2.872

1.43 2.00 4 70,000.00 200,760.00

Mandor 0.29 0.14 1.00 2 120,000.00 34,416.00

2.3 Pek. galian tanah sloof4.75 Pekerja 1.90

20.95 1.00 2 70,000.00 133,000.00

Mandor 0.19 0.10 1.00 2 120,000.00 22,800.00

Total Keb. Pekerja Teoritis

Keb. Teoritis per

hari

Keb. Nyata per hari

Total Keb. Nyata

Upah Harian (Rp.)


m2



m3

2.1-2.2

Pek. galian tanah pondasi PC - A & B

m3

m3

m3

2.4 2.88 Pekerja 0.861

0.86 1.00 1 70,000.00 60,480.00

Mandor 0.03 0.03 1.00 1 120,000.00 3,456.00

2.5 2.88 Pekerja 1.441

1.44 2.00 2 70,000.00 100,800.00

Mandor 0.14 0.14 1.00 1 120,000.00 17,280.00

4.42

Pekerja 3.54

1

3.54 4.00 4 70,000.00 247,520.00

Mandor 0.27 0.27 1.00 1 120,000.00 31,824.00

2.6 1.54 Pekerja 0.46

1

0.46 1.00 1 70,000.00 32,340.00

Mandor 0.02 0.02 1.00 1 120,000.00 1,848.00

2.7 1.54 Pekerja 0.771

0.77 1.00 1 70,000.00 53,900.00

Mandor 0.08 0.08 1.00 1 120,000.00 9,240.00

2.8 Pek. urugan pasir bawah sloof 4.54 Pekerja 1.361

1.36 2.00 2 70,000.00 95,340.00

Mandor 0.05 0.05 1.00 1 120,000.00 5,448.00

4.54Pekerja 3.63

13.63 4.00 4 70,000.00 254,240.00

Mandor 0.27 0.27 1.00 1 120,000.00 32,688.00

2.9 Pek. pemadatan pasir bawah sloof 4.54 Pekerja 2.271

2.27 3.00 3 70,000.00 158,900.00

Mandor 0.23 0.23 1.00 1 120,000.00 27,240.00

2.10 Pek. urugan tanah kembali 6.92 Pekerja 1.331

1.33 2.00 2 70,000.00 93,004.80

Mandor 0.13 0.13 1.00 1 120,000.00 15,777.60

6.92Pekerja 4.79

14.79 5.00 5 70,000.00 335,204.80

Mandor 0.48 0.48 1.00 1 120,000.00 57,297.60

2.11 6.92 Pekerja 3.461

3.46 4.00 4 70,000.00 242,200.00

Mandor 0.35 0.35 1.00 1 120,000.00 41,520.00


m3


m3

2.4 - 2.7

Pek. urugan pasir bawah pondasi PC-A & B & Pek. pemadatan pasir bawah pondasi PC-A & B

m3


m3


m3

m3

2.8 - 2.9

Pek. urugan pasir bawah sloof & Pek. pemadatan pasir bawah sloof

m3

m3

m3

2.10- 2.11

Pek. urugan kembali & Pek. pemadatan kembali

m3


m3

2.12 Pek. buang tanah sisa galian18.44 Pekerja 9.52

19.52 10.00 10 70,000.00 666,052.80

Mandor 0.92 0.92 1.00 1 120,000.00 110,640.00



3.1.1

19.20 Pekerja 2.59

1

2.59 3.00 3 70,000.00 181,440.00

Tukang Batu 0.38 0.38 1.00 1 85,000.00 32,640.00

Kepala Tukang 0.04 0.04 1.00 1 110,000.00 4,224.00

Mandor 0.12 0.12 1.00 1 120,000.00 13,824.00

3.1.2 187.20 kg Pekerja 1.314

0.33 1.00 4 70,000.00 91,728.00Tukang Besi 1.31 0.33 1.00 4 85,000.00 111,384.00Kepala Tukang 0.13 0.03 1.00 4 110,000.00 14,414.40Mandor 0.06 0.01 1.00 4 120,000.00 6,739.20

471.60 kg Pekerja 3.30

4

0.83 1.00 4 70,000.00 231,084.00

Tukang Besi 3.30 0.83 1.00 4 85,000.00 280,602.00

Kepala Tukang 0.33 0.08 1.00 4 110,000.00 36,313.20

Mandor 0.14 0.04 1.00 4 120,000.00 16,977.603.1.3 284.40 kg Pekerja 1.99

40.50 1.00 4 70,000.00 139,356.00

Tukang Besi 1.99 0.50 1.00 4 85,000.00 169,218.00Kepala Tukang 0.20 0.05 1.00 4 110,000.00 21,898.80Mandor 0.09 0.02 1.00 4 120,000.00 10,238.40

3.1.4 Bekisting plat pondasi PC - A

14.00 Pekerja 4.20

2

2.10 3.00 6 70,000.00 294,000.00

Tukang Kayu 3.64 1.82 2.00 4 85,000.00 309,400.00

Kepala Tukang 0.36 0.18 1.00 2 110,000.00 40,040.00

Mandor 0.07 0.04 1.00 2 120,000.00 8,400.00

3.1.5

4.50 Pekerja 7.43

1

7.43 8.00 8 70,000.00 519,750.00

Tukang Batu 1.13 1.13 2.00 2 85,000.00 95,625.00

Kepala Tukang 0.11 0.11 1.00 1 110,000.00 12,375.00

Mandor 0.36 0.36 1.00 1 120,000.00 43,200.00


3.0 PEKERJAAN PONDASI PC - A & PC - B

3.1

29.44 Pekerja 3.97

1

3.97 4.00 4 70,000.00 278,208.00

m3


m2


3.1.2 -

3.1.3

Pembesian tulangan D13 & D16 plat pondasi PC - A


m2


m3

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

m2

3.1Tukang Batu 0.59

10.59 1.00 1 85,000.00 50,048.00

Kepala Tukang 0.06 0.06 1.00 1 110,000.00 6,476.80

Mandor 0.18 0.18 1.00 1 120,000.00 21,196.80


4

1.22 2.00 8 70,000.00 340,358.90

Tukang Besi 4.86 1.22 2.00 8 85,000.00 413,292.95

Kepala Tukang 0.49 0.12 1.00 4 110,000.00 53,484.97

Mandor 0.21 0.05 1.00 4 120,000.00 25,005.96

3.4

22.00 Pekerja 6.60

2

3.30 4.00 8 70,000.00 462,000.00

Tukang Kayu 5.72 2.86 3.00 6 85,000.00 486,200.00

Kepala Tukang 0.57 0.29 1.00 2 110,000.00 62,920.00

Mandor 0.11 0.06 1.00 2 120,000.00 13,200.00

3.5

6.50 Pekerja 10.73

1

10.73 11.00 11 70,000.00 750,750.00

Tukang Batu 1.63 1.63 2.00 2 85,000.00 138,125.00

Kepala Tukang 0.16 0.16 1.00 1 110,000.00 17,875.00

Mandor 0.52 0.52 1.00 1 120,000.00 62,400.00


3.2.1 10.24 Pekerja 1.38

1

1.38 2.00 2 70,000.00 96,768.00

Tukang Batu 0.20 0.20 1.00 1 85,000.00 17,408.00

Kepala Tukang 0.02 0.02 1.00 1 110,000.00 2,252.80

Mandor 0.06 0.06 1.00 1 120,000.00 7,372.80

3.2.2 88.52 kg Pekerja 0.624

0.15 1.00 4 70,000.00 43,374.80Tukang Besi 0.62 0.15 1.00 4 85,000.00 52,669.40Kepala Tukang 0.06 0.02 1.00 4 110,000.00 6,816.04Mandor 0.03 0.01 1.00 4 120,000.00 3,186.72


4

0.39 1.00 4 70,000.00 109,274.90

Tukang Besi 1.56 0.39 1.00 4 85,000.00 132,690.95

Kepala Tukang 0.16 0.04 1.00 4 110,000.00 17,171.77

Mandor 0.07 0.02 1.00 4 120,000.00 8,028.363.2.3 134.49 kg Pekerja 0.94

40.24 1.00 4 70,000.00 65,900.10

Tukang Besi 0.94 0.24 1.00 4 85,000.00 80,021.55Kepala Tukang 0.09 0.02 1.00 4 110,000.00 10,355.73Mandor 0.04 0.01 1.00 4 120,000.00 4,841.64


3.2 - 3.3

Pembesian tulangan D13 & D16 plat pondasi PC - A & PC - B

Bekisting plat pondasi PC - A & PC -B

m2


m3


m2


3.2.2 -

3.2.3

Pembesian tulangan D 13 & D16 plat pondasi PC - B


3.2.4 Bekisting plat pondasi PC - B 8.00 Pekerja 2.40

2

1.20 2.00 4 70,000.00 168,000.00

Tukang Kayu 2.08 1.04 2.00 4 85,000.00 176,800.00

Kepala Tukang 0.21 0.10 1.00 2 110,000.00 22,880.00

Mandor 0.04 0.02 1.00 2 120,000.00 4,800.00

3.2.5 2.00 Pekerja 3.30

1

3.30 4.00 4 70,000.00 231,000.00

Tukang Batu 0.50 0.50 1.00 1 85,000.00 42,500.00

Kepala Tukang 0.05 0.05 1.00 1 110,000.00 5,500.00

Mandor 0.16 0.16 1.00 1 120,000.00 19,200.00


3.3 PEKERJAAN SLOOF

3.3.1 30.24 Pekerja 4.08

1

4.08 5.00 5 70,000.00 285,768.00

Tukang Batu 0.60 0.60 1.00 1 85,000.00 51,408.00

Kepala Tukang 0.06 0.06 1.00 1 110,000.00 6,652.80

Mandor 0.18 0.18 1.00 1 120,000.00 21,772.80

3.3.2 Pembesian tulangan D16 sloof 485.09 kg Pekerja 3.40

4

0.85 1.00 4 70,000.00 237,694.10

Tukang Besi 3.40 0.85 1.00 4 85,000.00 288,628.55

Kepala Tukang 0.34 0.08 1.00 4 110,000.00 37,351.93

Mandor 0.15 0.04 1.00 4 120,000.00 17,463.24


4

1.25 2.00 8 70,000.00 350,546.00

Tukang Besi 5.01 1.25 2.00 8 85,000.00 425,663.00

Kepala Tukang 0.50 0.13 1.00 4 110,000.00 55,085.80

Mandor 0.21 0.05 1.00 4 120,000.00 25,754.40

3.3.3 230.31 kg Pekerja 1.61

4

0.40 1.00 4 70,000.00 112,851.90

Tukang Besi 1.61 0.40 1.00 4 85,000.00 137,034.45

Kepala Tukang 0.16 0.04 1.00 4 110,000.00 17,733.87

Mandor 0.07 0.02 1.00 4 120,000.00 8,291.16

m2

Pengecoran plat pondasi PC - B dengan mutu (1 PC : 1,5 PB : 2,5

Kr)

m3


m2

3.3.2 -

3.3.3

Pembesian tulang D16 sloof & Pembesian sengkang



34.72 Pekerja 10.42

2

5.21 6.00 12 70,000.00 729,120.00

Tukang Kayu 9.03 4.51 5.00 10 85,000.00 767,312.00Kepala Tukang 0.90 0.45 1.00 2 110,000.00 99,299.20Mandor 0.17 0.09 1.00 2 120,000.00 20,832.00

3.3.5

5.21 Pekerja 8.60

1

8.60 9.00 9 70,000.00 601,755.00

Tukang Batu 1.30 1.30 2.00 2 85,000.00 110,712.50

Kepala Tukang 0.13 0.13 1.00 1 110,000.00 14,327.50

Mandor 0.42 0.42 1.00 1 120,000.00 50,016.00



3.4.1 Pembesian tulangan D16 pedestal 209.32 kg Pekerja 1.47

3

0.49 1.00 3 70,000.00 102,566.80

Tukang Besi 1.47 0.49 1.00 3 85,000.00 124,545.40

Kepala Tukang 0.15 0.05 1.00 3 110,000.00 16,117.64

Mandor 0.06 0.02 1.00 3 120,000.00 7,535.52


3

0.60 1.00 3 70,000.00 125,910.40Tukang Besi 1.80 0.60 1.00 3 85,000.00 152,891.20Kepala Tukang 0.18 0.06 1.00 3 110,000.00 19,785.92

Mandor 0.08 0.03 1.00 3 120,000.00 9,250.56

3.4.2 47.64 kg Pekerja 0.33

3

0.11 1.00 3 70,000.00 23,343.60

Tukang Besi 0.33 0.11 1.00 3 85,000.00 28,345.80

Kepala Tukang 0.03 0.01 1.00 3 110,000.00 3,668.28

Mandor 0.01 0.00 1.00 3 120,000.00 1,715.04

3.4.3 Bekisting pedestal 10.08 Pekerja 3.02

2

1.51 2.00 4 70,000.00 211,680.00


3.4.4 0.95 Pekerja 1.57

1

1.57 2.00 2 70,000.00 109,725.00

Tukang Batu 0.24 0.24 1.00 1 85,000.00 20,187.50

m2


m3

3.4.1 -

3.4.2

Pembesian tulangan D16 pedestal & pembesian sengkang pedestal o10 -150


m2


m3

Kepala Tukang 0.021

0.02 1.00 1 110,000.00 2,612.50

Mandor 0.08 0.08 1.00 1 120,000.00 9,120.00

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh Tukang besi 0.361

0.36 1.00 1 85,000.00 30,600.00Tukang Las 7.20 7.20 8.00 8 85,000.00 612,000.00Mandor 1.80 1.80 2.00 2 120,000.00 216,000.00



4.1 Pembersihan Akhir 480 Pekerja 48.002

24.00 24.00 48 70,000.00 3,360,000.00

Mandor 2.40 1.20 2.00 4 120,000.00 288,000.00


TOTAL 399.87 27,315,650.120

m2


Rp %

3,360,000.00 0.00 0.00%360,000.00 72,000.00 25.00%

2,520,000.00 56,000.00 2.27%

1,530,000.00 34,000.00 2.27%

330,000.00 136,400.00 70.45%

360,000.00 148,800.00 70.45%

420,000.00 89,600.00 27.12%510,000.00 108,800.00 27.12%220,000.00 168,080.00 323.73%240,000.00 211,680.00 747.46%

420,000.00 43,680.00 11.61%240,000.00 175,488.00 272.02%

700,000.00 122,920.00 21.30%

240,000.00 141,072.00 142.60%

280,000.00 79,240.00 39.47%240,000.00 205,584.00 597.35%

140,000.00 7,000.00 5.26%240,000.00 217,200.00 952.63%


70,000.00 9,520.0015.74%

120,000.00 116,544.00 3372.22%

140,000.00 39,200.0038.89%

120,000.00 102,720.00 594.44%

280,000.00 32,480.0013.12%

120,000.00 88,176.00277.07%

70,000.00 37,660.00116.45%

120,000.00 118,152.006393.51%

70,000.00 16,100.0029.87%

120,000.00 110,760.00 1198.70%

140,000.00 44,660.00 46.84%120,000.00 114,552.00 2102.64%280,000.00 25,760.00 10.13%120,000.00 87,312.00 267.11%

210,000.00 51,100.00 32.16%120,000.00 92,760.00 340.53%

140,000.00 46,995.20 50.53%120,000.00 104,222.40 660.57%350,000.00 14,795.20 4.41%120,000.00 62,702.40 109.43%

280,000.00 37,800.0015.61%

120,000.00 78,480.00 189.02%

700,000.00 33,947.20 5.10%120,000.00 9,360.00 8.46%

210,000.00 28,560.00 15.74%

85,000.00 52,360.00 160.42%110,000.00 105,776.00 2504.17%120,000.00 106,176.00 768.06%

280,000.00 188,272.00 205.25%340,000.00 228,616.00 205.25%440,000.00 425,585.60 2952.50%480,000.00 473,260.80 7022.51%

280,000.00 48,916.0021.17%

340,000.00 59,398.00 21.17%440,000.00 403,686.80 1111.68%480,000.00 463,022.40 2727.25%280,000.00 140,644.00 100.92%340,000.00 170,782.00 100.92%440,000.00 418,101.20 1909.24%480,000.00 469,761.60 4588.23%

420,000.00 126,000.00 42.86%340,000.00 30,600.00 9.89%220,000.00 179,960.00 449.45%240,000.00 231,600.00 2757.14%

560,000.00 40,250.00 7.74%

170,000.00 74,375.0077.78%

110,000.00 97,625.00 788.89%120,000.00 76,800.00 177.78%

280,000.00 1,792.00 0.64%

85,000.00 34,952.00 69.84%110,000.00 103,523.20 1598.37%120,000.00 98,803.20 466.12%

560,000.00 219,641.10 64.53%680,000.00 266,707.05 64.53%440,000.00 386,515.03 722.66%480,000.00 454,994.04 1819.54%

560,000.00 98,000.00 21.21%510,000.00 23,800.00 4.90%220,000.00 157,080.00 249.65%240,000.00 226,800.00 1718.18%

770,000.00 19,250.00 2.56%170,000.00 31,875.00 23.08%110,000.00 92,125.00 515.38%120,000.00 57,600.00 92.31%

140,000.00 43,232.00 44.68%

85,000.00 67,592.00 388.28%110,000.00 107,747.20 4782.81%120,000.00 112,627.20 1527.60%

280,000.00 236,625.20 545.54%340,000.00 287,330.60 545.54%440,000.00 433,183.96 6355.36%480,000.00 476,813.28 14962.51%

280,000.00 170,725.10156.23%

340,000.00 207,309.05 156.23%440,000.00 422,828.23 2462.35%480,000.00 471,971.64 5878.81%280,000.00 214,099.90 324.89%340,000.00 259,978.45 324.89%440,000.00 429,644.27 4148.86%480,000.00 475,158.36 9814.00%

280,000.00 112,000.00 66.67%

340,000.00 163,200.00 92.31%220,000.00 197,120.00 861.54%240,000.00 235,200.00 4900.00%

280,000.00 49,000.00 21.21%85,000.00 42,500.00 100.00%

110,000.00 104,500.00 1900.00%120,000.00 100,800.00 525.00%

350,000.00 64,232.00 22.48%

85,000.00 33,592.00 65.34%110,000.00 103,347.20 1553.44%120,000.00 98,227.20 451.15%

280,000.00 42,305.90 17.80%340,000.00 51,371.45 17.80%440,000.00 402,648.07 1077.98%480,000.00 462,536.76 2648.63%560,000.00 209,454.00 59.75%

680,000.00 254,337.00 59.75%

440,000.00 384,914.20 698.75%480,000.00 454,245.60 1763.76%

280,000.00 167,148.10 148.11%

340,000.00 202,965.55 148.11%440,000.00 422,266.13 2381.13%480,000.00 471,708.84 5689.30%

840,000.00 110,880.00 15.21%850,000.00 82,688.00 10.78%220,000.00 120,700.80 121.55%240,000.00 219,168.00 1052.07%

630,000.00 28,245.00 4.69%170,000.00 59,287.50 53.55%110,000.00 95,672.50 667.75%120,000.00 69,984.00 139.92%

210,000.00 107,433.20 104.74%255,000.00 130,454.60 104.74%330,000.00 313,882.36 1947.45%360,000.00 352,464.48 4677.37%210,000.00 84,089.60 66.79%255,000.00 102,108.80 66.79%330,000.00 310,214.08 1567.85%360,000.00 350,749.44 3791.66%

210,000.00 186,656.40799.60%

255,000.00 226,654.20 799.60%330,000.00 326,331.72 8896.04%360,000.00 358,284.96 20890.76%

280,000.00 68,320.00 32.28%340,000.00 57,256.00 20.25%220,000.00 183,409.60 501.25%240,000.00 232,742.40 3206.88%

140,000.00 30,275.00 27.59%

85,000.00 64,812.50 321.05%

110,000.00 107,387.50 4110.53%120,000.00 110,880.00 1215.79%

85,000.00 54,400.00 177.78%680,000.00 68,000.00 11.11%240,000.00 24,000.00 11.11%

3,360,000.00 0.00 0.00%480,000.00 192,000.00 66.67%

34,715,000.00 7,399,349.88 27.09%


No. Deskripsi Pekerjaan Vol. Unit Jenis Pekerja Durasi


1.1 Pembersihan lahan480 Pekerja 48.00

316.00 16.00 48 70,000.00 3,360,000.00

Mandor 2.40 0.80 1.00 3 120,000.00 288,000.00

1.2

88 m' Pekerja 35.20

3

11.73 12.00 36 70,000.00 2,464,000.00

Tukang Kayu 17.60 5.87 6.00 18 85,000.00 1,496,000.00

Kepala Tukang 1.76 0.59 1.00 3 110,000.00 193,600.00

Mandor 1.76 0.59 1.00 3 120,000.00 211,200.00

1.3

47.2 m' Pekerja 4.72

2

2.36 3.00 6 70,000.00 330,400.00Tukang Kayu 4.72 2.36 3.00 6 85,000.00 401,200.00Kepala Tukang 0.47 0.24 1.00 2 110,000.00 51,920.00Mandor 0.24 0.12 1.00 2 120,000.00 28,320.00


2 PEKERJAAN TANAH

20.61 Pekerja 8.242

4.12 5.00 10 70,000.00 577,080.00

Mandor 0.82 0.41 1.00 2 120,000.00 98,928.00

2.3 Pek. galian tanah sloof4.75 Pekerja 1.90

20.95 1.00 2 70,000.00 133,000.00

Mandor 0.19 0.10 1.00 2 120,000.00 22,800.00

4.42

Pekerja 3.54

1

3.54 4.00 4 70,000.00 247,520.00

Mandor 0.27 0.27 1.00 1 120,000.00 31,824.00

Total Keb. Pekerja Teoritis

Keb. Teoritis per

hari

Keb. Nyata per hari

Total Keb. Nyata

Upah Harian (Rp.)


m2



2.1-2.2


m3

m3

2.4 - 2.7


m3

4.54Pekerja 3.63

13.63 4.00 4 70,000.00 254,240.00

Mandor 0.27 0.27 1.00 1 120,000.00 32,688.00

6.92Pekerja 4.79

14.79 5.00 5 70,000.00 335,204.80

Mandor 0.48 0.48 1.00 1 120,000.00 57,297.60

2.12 Pek. buang tanah sisa galian18.44 Pekerja 9.52

19.52 10.00 10 70,000.00 666,052.80

Mandor 0.92 0.92 1.00 1 120,000.00 110,640.00



3.1

29.44 Pekerja 3.97

1

3.97 4.00 4 70,000.00 278,208.00

Tukang Batu 0.59 0.59 1.00 1 85,000.00 50,048.00

Kepala Tukang 0.06 0.06 1.00 1 110,000.00 6,476.80

Mandor 0.18 0.18 1.00 1 120,000.00 21,196.80


4

1.22 2.00 8 70,000.00 340,358.90

Tukang Besi 4.86 1.22 2.00 8 85,000.00 413,292.95

Kepala Tukang 0.49 0.12 1.00 4 110,000.00 53,484.97

Mandor 0.21 0.05 1.00 4 120,000.00 25,005.96

3.4

22.00 Pekerja 6.60

2

3.30 4.00 8 70,000.00 462,000.00

Tukang Kayu 5.72 2.86 3.00 6 85,000.00 486,200.00

Kepala Tukang 0.57 0.29 1.00 2 110,000.00 62,920.00

Mandor 0.11 0.06 1.00 2 120,000.00 13,200.00

3.5

6.50 Pekerja 10.73

1

10.73 11.00 11 70,000.00 750,750.00

Tukang Batu 1.63 1.63 2.00 2 85,000.00 138,125.00

Kepala Tukang 0.16 0.16 1.00 1 110,000.00 17,875.00

Mandor 0.52 0.52 1.00 1 120,000.00 62,400.00

3,181,542.383.3 PEKERJAAN SLOOF

3.3.1 30.24 Pekerja 4.08

1

4.08 5.00 5 70,000.00 285,768.00

2.8 - 2.9


m3

2.10- 2.11


m3

m3


m2

3.2 - 3.3



m2


m3


m2

Tukang Batu 0.60 1 0.60 1.00 1 85,000.00 51,408.00

Kepala Tukang 0.06 0.06 1.00 1 110,000.00 6,652.80

Mandor 0.18 0.18 1.00 1 120,000.00 21,772.80


4

1.25 2.00 8 70,000.00 350,546.00

Tukang Besi 5.01 1.25 2.00 8 85,000.00 425,663.00

Kepala Tukang 0.50 0.13 1.00 4 110,000.00 55,085.80

Mandor 0.21 0.05 1.00 4 120,000.00 25,754.40


34.72 Pekerja 10.42

2

5.21 6.00 12 70,000.00 729,120.00


2,839,214.003.4 PEKERJAAN PEDESTAL


3

0.60 1.00 3 70,000.00 125,910.40Tukang Besi 1.80 0.60 1.00 3 85,000.00 152,891.20Kepala Tukang 0.18 0.06 1.00 3 110,000.00 19,785.92

Mandor 0.08 0.03 1.00 3 120,000.00 9,250.56

3.4.3 Bekisting pedestal 10.08 Pekerja 3.02

2

1.51 2.00 4 70,000.00 211,680.00


3.4.4 Angker ø19mm ( L= 600 mm ) 36.00 bh Tukang besi 0.361

0.36 1.00 1 85,000.00 30,600.00Tukang Las 7.20 7.20 8.00 8 85,000.00 612,000.00Mandor 1.80 1.80 2.00 2 120,000.00 216,000.00

3.4.5 6.16 Pekerja 10.16

1

10.16 11.00 11 70,000.00 711,480.00

Tukang Batu 1.54 1.54 2.00 2 85,000.00 130,900.00

Kepala Tukang 0.15 0.15 1.00 1 110,000.00 16,940.00

Mandor 0.50 0.50 1.00 1 120,000.00 60,000.00

3.3.2 -

3.3.3


m2

3.4.1 -

3.4.2


m2

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

m3



4.1 Pembersihan Akhir 480 Pekerja 48.002

24.00 24.00 48 70,000.00 3,360,000.00

Mandor 2.40 1.20 2.00 4 120,000.00 288,000.00


TOTAL 412.23 23,713,058.304

m2


Rp %

3,360,000.00 0.00 0.00%360,000.00 72,000.00 25.00%

2,520,000.00 56,000.00 2.27%

1,530,000.00 34,000.00 2.27%

330,000.00 136,400.00 70.45%

360,000.00 148,800.00 70.45%

420,000.00 89,600.00 27.12%510,000.00 108,800.00 27.12%220,000.00 168,080.00 323.73%240,000.00 211,680.00 747.46%

700,000.00 122,920.00 21.30%

240,000.00 141,072.00 142.60%

140,000.00 7,000.00 5.26%240,000.00 217,200.00 952.63%

280,000.00 32,480.0013.12%

120,000.00 88,176.00277.07%


280,000.00 25,760.00 10.13%120,000.00 87,312.00 267.11%

350,000.00 14,795.20 4.41%120,000.00 62,702.40 109.43%

700,000.00 33,947.20 5.10%120,000.00 9,360.00 8.46%

280,000.00 1,792.00 0.64%

85,000.00 34,952.00 69.84%110,000.00 103,523.20 1598.37%120,000.00 98,803.20 466.12%

560,000.00 219,641.10 64.53%680,000.00 266,707.05 64.53%440,000.00 386,515.03 722.66%480,000.00 454,994.04 1819.54%

560,000.00 98,000.00 21.21%510,000.00 23,800.00 4.90%220,000.00 157,080.00 249.65%240,000.00 226,800.00 1718.18%

770,000.00 19,250.00 2.56%170,000.00 31,875.00 23.08%110,000.00 92,125.00 515.38%120,000.00 57,600.00 92.31%

350,000.00 64,232.00 22.48%

85,000.00 33,592.00 65.34%110,000.00 103,347.20 1553.44%120,000.00 98,227.20 451.15%

560,000.00 209,454.00 59.75%

680,000.00 254,337.00 59.75%

440,000.00 384,914.20 698.75%480,000.00 454,245.60 1763.76%

840,000.00 110,880.00 15.21%850,000.00 82,688.00 10.78%220,000.00 120,700.80 121.55%240,000.00 219,168.00 1052.07%

210,000.00 84,089.60 66.79%255,000.00 102,108.80 66.79%330,000.00 310,214.08 1567.85%360,000.00 350,749.44 3791.66%

280,000.00 68,320.00 32.28%340,000.00 57,256.00 20.25%220,000.00 183,409.60 501.25%240,000.00 232,742.40 3206.88%

85,000.00 54,400.00 177.78%680,000.00 68,000.00 11.11%240,000.00 24,000.00 11.11%

770,000.00 58,520.00 8.23%170,000.00 39,100.00 29.87%110,000.00 93,060.00 549.35%120,000.00 60,000.00 100.00%

3,360,000.00 0.00 0.00%480,000.00 192,000.00 66.67%

31,940,000.00 8,226,941.70 34.69%

Harga Satuan Upah Borongan Pekerjaan

No Deskripsi Pekerjaan Unit

1 Pembersihan Lahan Rp5,000.002 Pekerjaan Pagar Sementara dengan seng gelombang m' Rp14,000.003 Pengukuran dan Pemasangan bouwplank m' Rp15,000.00

4 Penggalian tanah Rp27,000.00

5 Urugan Pasir Rp13,000.00

6 Pemadatan urugan pasir Rp16,000.00

7 Urugan Kembali Rp13,000.00

8 Pemadatan urugan kembali Rp16,000.00

9 Buang tanah sisa galian Rp50,000.00

10 Pengecoran lantai kerja 5 cm Rp12,000.00

11 Bekisting pelat pondasi Rp25,000.00

12 Bekisting sloof Rp24,000.00

13 Bekisting kolom Rp30,000.0016 Pembesian tulangan kg Rp1,000.00

17 Pengecoran beton campuran Rp85,000.0018 Pemasangan Angker buah Rp19,000.00

19 Pembersihan akhir proyek Rp5,000.00

Upah Harga Satuan (Rp.)

m2

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

m3

m2

TABEL UPAH BORONGAN

No. Deskripsi Pekerjaan Vol. UnitUpah



1.1 Pembersihan lahan 480 5,000.00 2,400,000.00

1.2 88 m' 14,000.00 1,232,000.00

1.3 47.2 m' 15,000.00 708,000.00


2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A 13.44 27,000.00 362,880.00

2.2 Pek. galian tanah pondasi PC - B 7.17 27,000.00 193,590.00

2.3 Pek. galian tanah sloof 4.75 27,000.00 128,250.00

2.4 2.88 13,000.00 37,440.00

2.5 2.88 16,000.00 46,080.00

2.6 1.54 13,000.00 20,020.00

2.7 1.54 16,000.00 24,640.00


2.9 Pek. pemadatan pasir bawah sloof 4.54 16,000.00 72,576.00

2.10 Pek. urugan tanah kembali 6.92 13,000.00 89,960.00

2.11 6.92 16,000.00 110,720.00

2.12 Pek. buang tanah sisa galian 18.44 50,000.00 922,000.00



3.1.1 19.20 12,000.00 230,400.00

3.1.2 187.20 kg 1,000.00 187,200.00

3.1.3 284.40 kg 1,000.00 284,400.00

3.1.4 Bekisting plat pondasi PC - A 14.00 25,000.00 350,000.00

m2



m3

m3

m3


m3


m3


m3


m3

m3

m3

m3


m3

m3


m2



m2

3.1.5 4.50 85,000.00 382,500.00



3.2.1 10.24 12,000.00 122,880.00

3.2.2 88.52 kg 1,000.00 88,520.00

3.2.3 134.49 kg 1,000.00 134,490.00

3.2.4 Bekisting plat pondasi PC - B 8.00 25,000.00 200,000.00

3.2.5 2.00 85,000.00 170,000.00

TOTAL PEKERJAAN PONDASI PC - B 715,890.00

3.3 PEKERJAAN SLOOF

3.3.1 30.24 12,000.00 362,880.00

3.3.2 Pembesian tulangan D16 sloof 485.09 kg 1,000.00 485,090.00

3.3.3 Pembesian sengkang sloof (ø10-150) 230.31 kg 1,000.00 230,310.00

3.3.4 Bekisting sloof 34.72 24,000.00 833,280.00

3.3.5 5.21 85,000.00 442,850.00


3.4 PEKERJAAN PEDESTAL3.4.1 Pembesian tulangan D16 pedestal 209.32 kg 1,000.00 209,318.00

3.4.2 47.64 kg 1,000.00 47,640.00

3.4.3 Bekisting pedestal 10.08 30,000.00 302,400.00

3.4.4 0.95 85,000.00 80,750.00

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh 19,000.00 684,000.00



4.1 Pembersihan Akhir 480 5,000.00 2,400,000.00



m3


m2



m2


m3


m2

m2


m3


m2


m3

m2

TOTAL 14,636,032.000

Dari ketiga tabel ini,kami mempelajari bahwa tabel upah direct cost bisadijadikan patokan untuk biaya yang dikeluarkan namun perlu pembulatankarena indeks pekerjaan yang merupakan angka desimal di bawah 1.Oleh karena itu,kami mengemukakan bahwa tabel upah borongan lebihmendekati direct cost daripada tabel upah kerja nyata karena banyak pembulatankasar di tabel upah kerja nyata.Dalam proyek ini tabel upah borongan lebihrendah dari direct cost sehingga menghemat biaya yang dikeluarkan.

TABEL UPAH DARI BQ DIRECT COST

No. Deskripsi Pekerjaan Vol. UnitUpah



1.1 Pembersihan lahan 480 7,600.00 3,648,000.00

1.2 88 m' 49,600.00 4,364,800.00

1.3 47.2 m' 17,200.00 811,840.00


2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - 13.44 32,800.00 440,832.00

2.2 Pek. galian tanah pondasi PC - 7.17 32,800.00 235,176.00

2.3 Pek. galian tanah sloof 4.75 32,800.00 155,800.00

2.4 2.88 22,200.00 63,936.00

2.5 2.88 41,000.00 118,080.00

2.6 1.54 22,200.00 34,188.00

2.7 1.54 41,000.00 63,140.00


2.9 4.54 45,100.00 204,573.60

2.10 Pek. urugan tanah kembali 6.92 17,292.00 119,660.64

2.11 6.92 41,000.00 283,720.00

2.12 Pek. buang tanah sisa galian 18.44 42,120.00 776,692.80



3.1.1 19.20 12,090.00 232,128.00

m2



m3

m3

m3


m3


m3


m3


m3

m3

Pek. pemadatan pasir bawah sloof

m3

m3


m3

m3


m2

3.1.2 187.20 kg 1,198.00 224,265.60

3.1.3 284.40 kg 1,198.00 340,711.20

3.1.4 Bekisting plat pondasi PC-A 14.00 46,560.00 651,840.00

3.1.5 4.50 149,100.00 670,950.00



3.2.1 10.24 12,090.00 123,801.60

3.2.2 88.52 kg 1,198.00 106,046.96

3.2.3 134.49 kg 1,198.00 161,119.02

3.2.4 Bekisting plat pondasi PC-B 8.00 46,560.00 372,480.00

3.2.5 2.00 149,100.00 298,200.00


3.3 PEKERJAAN SLOOF

3.3.1 30.24 12,090.00 365,601.60

3.3.2 Pembesian tulangan D16 sloof 485.09 kg 1,198.00 581,137.82

3.3.3 230.31 kg 1,198.00 275,911.38

3.3.4 Bekisting sloof 34.72 46,560.00 1,616,563.20

3.3.5 5.21 149,100.00 776,811.00


3.4 PEKERJAAN PEDESTAL3.4.1 Pembesian tulangan D16 pedest 209.32 kg 1,198.00 250,762.96



m2


m3


m2



m2


m3


m2


m2


m3

3.4.2 47.64 kg 1,198.00 57,072.72

3.4.3 Bekisting pedestal 10.08 53,400.00 538,272.00

3.4.4 0.95 149,100.00 141,645.00

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh 23,850.00 858,600.00TOTAL PEKERJAAN PEDESTAL 1,846,352.68


4.1 Pembersihan Akhir 480 7,600.00 3,648,000.00


TOTAL 23,713,058.304


m2


m3

m2

TABEL UPAH DARI KEBUTUHAN TENAGA KERJA NYATA

No. Deskripsi Pekerjaan Vol. Unit Jenis Pekerja


1.1 Pembersihan lahan480 Pekerja 48 70,000.00 3,360,000.00

Mandor 3 120,000.00 360,000.00

1.2

88 m' Pekerja 36 70,000.00 2,520,000.00

Tukang Kayu 18 85,000.00 1,530,000.00

Kepala Tukang 3 110,000.00 330,000.00

Mandor 3 120,000.00 360,000.00

1.3

47.2 m' Pekerja 6 70,000.00 420,000.00Tukang Kayu 6 85,000.00 510,000.00Kepala Tukang 2 110,000.00 220,000.00Mandor 2 120,000.00 240,000.00


2 PEKERJAAN TANAH

2.1-2.220.61 Pekerja 10 70,000.00 700,000.00

Mandor 2 120,000.00 240,000.00

2.3 Pek. galian tanah sloof4.75 Pekerja 2 70,000.00 140,000.00

Mandor 2 120,000.00 240,000.00

4.42

Pekerja 4 70,000.00 280,000.00

Mandor 1 120,000.00 120,000.00

Total Keb. Nyata

Upah Harian (Rp.)


m2




m3

m3

2.4 - 2.7


m3

4.54Pekerja 4 70,000.00 280,000.00Mandor 1 120,000.00 120,000.00

6.92Pekerja 5 70,000.00 350,000.00Mandor 1 120,000.00 120,000.00

2.12 Pek. buang tanah sisa galian18.44 Pekerja 10 70,000.00 700,000.00

Mandor 1 120,000.00 120,000.00



29.44 Pekerja 4 70,000.00 280,000.00

Tukang Batu 1 85,000.00 85,000.00

Kepala Tukang 1 110,000.00 110,000.00

Mandor 1 120,000.00 120,000.00

694.61 kg Pekerja 8 70,000.00 560,000.00

Tukang Besi 8 85,000.00 680,000.00

Kepala Tukang 4 110,000.00 440,000.00

Mandor 4 120,000.00 480,000.00

22.00 Pekerja 8 70,000.00 560,000.00

Tukang Kayu 6 85,000.00 510,000.00

Kepala Tukang 2 110,000.00 220,000.00

Mandor 2 120,000.00 240,000.00

6.50 Pekerja 11 70,000.00 770,000.00

Tukang Batu 2 85,000.00 170,000.00

Kepala Tukang 1 110,000.00 110,000.00

Mandor 1 120,000.00 120,000.00

3.2 PEKERJAAN SLOOF

3.2.1 30.24 Pekerja 5 70,000.00 350,000.00

2.8 - 2.9


m3

2.10- 2.11


m3

m3

3.11-3.12


m2

3.13-3.16


3.17-3.18


m2

3.1.9-3.1.10

Pengecoran plat pondasi PC - A & PC - B dengan mutu (1 PC : 1,5 PB : 2,5 Kr)

m3


m2

Tukang Batu 1 85,000.00 85,000.00

Kepala Tukang 1 110,000.00 110,000.00

Mandor 1 120,000.00 120,000.00

715.40 kg Pekerja 8 70,000.00 560,000.00

Tukang Besi 8 85,000.00 680,000.00

Kepala Tukang 4 110,000.00 440,000.00

Mandor 4 120,000.00 480,000.00


34.72 Pekerja 12 70,000.00 840,000.00

Tukang Kayu 10 85,000.00 850,000.00Kepala Tukang 2 110,000.00 220,000.00Mandor 2 120,000.00 240,000.00


256.96 kg Pekerja 3 70,000.00 210,000.00Tukang Besi 3 85,000.00 255,000.00Kepala Tukang 3 110,000.00 330,000.00

Mandor 3 120,000.00 360,000.00

3.3.3 Bekisting pedestal 10.08 Pekerja 4 70,000.00 280,000.00

Tukang Kayu 4 85,000.00 340,000.00Kepala Tukang 2 110,000.00 220,000.00Mandor 2 120,000.00 240,000.00

3.3.6 Angker ø19mm ( L= 600 mm ) 36.00 bh Tukang besi 1 85,000.00 85,000.00Tukang Las 8 85,000.00 680,000.00Mandor 2 120,000.00 240,000.00

6.16 Pekerja 11 70,000.00 770,000.00

Tukang Batu 2 85,000.00 170,000.00

Kepala Tukang 1 110,000.00 110,000.00

Mandor 1 120,000.00 120,000.00

3.2.2-3.2.3


m2

3.3.1-3.3.2


m2

3.3.4-3.3.5

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

m3



4.1 Pembersihan Akhir 480 Pekerja 48 70,000.00 3,360,000.00

Mandor 4 120,000.00 480,000.00


TOTAL 31,940,000.00

m2

TABEL KEBUTUHAN BAHAN TEORITIS

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

UnitHarga Harga Total

Bahan Satuan Bahan TeoritisTeoritis Bahan (Rp.) (Rp.)

1 PEKERJAAN PERSIAPAN1.1 Pembersihan lahan 480 m²1.2 Pemasangan pagar sementara 88 m¹ Dolken kayu Ø8 - 10/400 cm 1.2500 batang 110.00 batang 10,000.00 1,100,000.00

dari seng gelombang 2 meter Semen Portland 2.5000 kg 220.00 kg 1,500.00 330,000.00Seng selombang 3'' - 5'' 1.2000 lembar 105.60 lembar 85,000.00 8,976,000.00Pasir beton 0.0050 m³ 0.44 m³ 165,000.00 72,600.00Koral beton 0.0090 m³ 0.79 m³ 175,000.00 138,600.00Kayu Biasa 5/7 0.0720 m³ 6.34 m³ 2,100,000.00 13,305,600.00Paku Biasa 2'' - 5'' 0.0600 kg 5.28 kg 15,000.00 79,200.00Meni besi 0.4500 liter 39.60 liter 16,700.00 661,320.00

1.3 47.2 m¹ Kayu Biasa 5/7 0.0120 m³ 0.57 m³ 2,100,000.00 1,189,440.00

Paku Biasa 2'' - 5'' 0.0200 kg 0.94 kg 15,000.00 14,160.00

Papan Kayu 3/20 0.0070 m³ 0.33 m³ 850,000.00 280,840.00


2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A 13.44 m³

2.2 Pek. galian tanah pondasi PC - B 7.17

2.3 Pek. galian tanah sloof 4.75 m³

2.4 2.88 m³ Pasir Urug 1.2000 m³ 3.46 m³ 155,000.00 535,680.00

2.5 2.88 m³




2.6 1.54 m³ Pasir Urug 1.2000 m³ 1.85 m³ 155,000.00 286,440.00

2.7 1.54 m³

2.8 Pek. urugan pasir bawah sloof 4.54 m³ Pasir Urug 1.2000 m³ 5.45 m³ 155,000.00 844,440.00

2.9 4.54 m³

2.10 Pek. urugan kembali 6.92 m³2.11 Pek. pemadatan urugan kembali 6.92 m³

2.12 Pek. buang tanah sisa galian 18.44 m³








3.1.5


Koral beton 0.8140 m³ 3.66 m³ 175,000.00 641,025.00










3.2.2 Pembesian tulangan D13 pondasi 88.52 kg Besi beton ulir D13 1.0500 kg 92.95 kg 8,400.00 780,746.40 Kawat beton 0.0150 kg 1.33 kg 17,800.00 23,634.84



3.2.5


Koral beton 0.8140 m³ 3.66 m³ 175,000.00 641,025.00





3.3.2 Pembesian tulangan D16 sloof 485.09 kg Besi beton ulir D16 1.0500 kg 509.34 kg 8,400.00 4,278,493.80Kawat beton 0.0150 kg 7.28 kg 17,800.00 129,519.03

3.3.3 230.31 kg Besi beton polos Ø10 1.0500 kg 241.83 kg 7,800.00 1,886,238.90

Kawat beton 0.0150 kg 3.45 kg 17,800.00 61,492.773.3.4 Bekisting sloof 34.72 m² Kayu terentang 0.0450 m³ 1.56 m³ 3,000,000.00 4,687,200.00

Paku Biasa 2'' - 5'' 0.3000 kg 10.42 kg 15,000.00 156,240.00Minyak bekisting 0.1000 liter 3.47 liter 7,000.00 24,304.00

3.3.5

5.21 m³ Semen Portland 406.8350 kg 2119.61 kg 1,500.00 3,179,415.53Pasir beton 0.4880 m³ 2.54 m³ 165,000.00 419,509.20

Koral beton 0.8140 m³ 4.24 m³ 175,000.00 742,164.50







3.4 Pekerjaan Beton Pedestal3.4.1 Pembesian tulangan D16 Pedestal 209.32 kg Besi beton ulir D16 1.0500 kg 219.79 kg 8,400.00 1,846,202.40

Kawat beton 0.0150 kg 3.14 kg 17,800.00 55,888.44

3.4.2 47.64 kg Besi beton polos Ø10 1.0500 kg 50.02 kg 7,800.00 390,171.60

Kawat beton 0.0150 kg 0.71 kg 17,800.00 12,719.883.4.3 Bekisting Pedestal 10.08 m² Kayu terentang 0.0400 m³ 0.40 m³ 3,000,000.00 1,209,600.00

Paku Biasa 2'' - 5'' 0.4000 kg 4.03 kg 15,000.00 60,480.00Minyak bekisting 0.2000 liter 2.02 liter 7,000.00 14,112.00Balok kayu borneo 0.0150 m³ 0.15 m³ 3,500,000.00 529,200.00Plywood tebal 9 mm 0.3500 lembar 3.53 lembar 130,000.00 458,640.00Dolken kayu Ø8 - 10/400 cm 2.0000 batang 20.16 batang 10,000.00 201,600.00

3.4.40.95 m³ Semen Portland 406.8350 kg 386.49 kg 1,500.00 579,739.88


3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh Angker ø19mm (L= 600 mm) 1.0000 bh 36.00 bh 32,000.00 1,152,000.00

TOTAL PEKERJAAN KOLOM 6,722,175.69


4.1 Pembersihan Akhir 480 m²

BIAYA TOTAL KEBUTUHAN BAHAN 69,485,891.79



PAPAN KAYU PASIR BTN KORAL0 0 0 0 0 0

12500.00

``

0 0 0 1100000 0 03750.00 0 0 0 0 0 0

102000.00 0 8976000 0 0 0 0825.00 0 0 0 0 72600 0

1575.00 0 0 0 0 0 138600151200.00 0 0 0 0 0 0

900.00 79200 0 0 0 0 0

7515.00 0 0 0 0 0 025200.00

31450.00

0 0 0 0 0 0300.00 14160 0 0 0 0 0

5950.00 0 0 280840 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 0

0.00 0 0 0 0 0 0

0.00 0 0 0 0 0 00.00 0 0 0 0 0 0

186000.00 0 0 0 0 0 0

0.00 0 0 0 0 0 0

186000.00 0 0 0 0 0 0

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0.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 0

17409.00

30132.50

0 0 0 0 0 04603.50 0 0 0 0 88387.2 08120.00 0 0 0 0 0 1559048820.00

9087.000 0 0 0 0 0

267.00 0 0 0 0 0 08820.00

9087.000 0 0 0 0 0

267.00 0 0 0 0 0 0120000.00

125200.00

0 0 0 0 0 04500.00 63000 0 0 0 0 0

700.00 0 0 0 0 0 0610252.50

833222.50

0 0 0 0 0 080520.00 0 0 0 0 362340 0

142450.00 0 0 0 0 0 6410250.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 0

17409.00

30132.50

0 0 0 0 0 04603.50 0 0 0 0 139209.84 08120.00 0 0 0 0 0 245548.88820.00

9087.000 0 0 0 0 0

267.00 9087.00 156240 0 0 0 0 08190.00

8457.00267.00135000.00

140200.004500.00 0 0 0 0 0 0

700.00 0 0 0 0 0 0610252.50

833222.50

0 0 0 0 0 080520.00 0 0 0 0 419509.2 0

142450.00 0 0 0 0 0 742164.50.00 0 0 0 0 0 00.00 0 0 0 0 0 00.00 0 0 0 0 0 0

#REF!#REF!

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

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0 0 0 0 0 0267.00 0 0 0 0 0 0

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0 0 0 0 0 0267.00 0 0 0 0 0 0

120000.00

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0 0 0 0 0 06000.00 60480 0 0 0 0 01400.00 0 0 0 0 0 0

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20000.00 0 0 0 201600 0 0610252.50

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0 0 0 0 0 080520.00 0 0 0 0 76494 0

142450.00 0 0 0 0 0 135327.532000.00 32000.00 0 0 0 0 0 0

0.00 0 0 0 0 0 00.00 14885996.78

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

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0 0 0 0 0 00.00 0 0 0 0 0 00.00 #REF! #REF! #REF! #REF! #REF! #REF!0.000.00 #REF! #REF! #REF! #REF! #REF! #REF!0.000.00

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PSR URUG SEMEN d13 KAWAT TERETNNG MINYAK POLOS 8 d19 BORNEO PLYWOOD D160 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 330000 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 13305600 13305600 133056000 0 0 0 0 0 0 #REF! 0 0 0 0 0 0

0 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 1189440 1189440 11894400 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 0

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

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

535680 0 0 0 0 0 0 #REF! 0 0 0 0 0 0

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

844440 0 0 0 0 0 0 #REF! 0 0 0 0 0 0

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

0 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 334252.8 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 1651104 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 49982.4 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 2508408 0 0 00 0 0 75934.8 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 1680000 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 9800 0 #REF! 0 0 0 0 0 00 2746136 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 526448.16 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 4687200 0 0 #REF! 0 0 0 0 0 0

0 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 24304 0 #REF! 0 0 0 0 0 00 0 0 0 #REF! 0 0 4278493.8 0 0 0

129519.03 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 1886238.9 #REF! 0 0 0 0 0 00 0 0 61492.77 0 0 0 #REF! 0 0 0 0 0 00 3179416 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 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!

0 0 0 0 0 0 0 #REF! 0 0 1846202.4 0 0 00 0 0 55888.44 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 390171.6 #REF! 0 0 0 0 0 00 0 0 12719.88 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 1209600 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 14112 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 529200 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 458640 0 0 0 0

0 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 579739.88 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 0 00 0 0 0 0 0 0 #REF! 0 0 0 0 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!

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000000

###0

0###

0000

0

00

0

0

0

00

00000000000000000000000000

000000000000

#REF!#REF!

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000000

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TABULASI PERHITUNGAN KEBUTUHAN MATERIAL TIAP TAHAPAN PENGECORANPengali Dimensi Hasil Keterangan

TAHAP I

5

p = 2.4 m

l = 1.6 m

vol = 3.84 19.20

4

p = 1.6 m

l = 1.6 m

vol = 2.56 10.24

TOTAL KEBUTUHAN MATERIAL COR

TAHAP 2

5

p = 1.8 m

l = 1 m

t = 0.5 m

vol = 0.9 4.50

4

p = 1 m

l = 1 m

t = 0.5 m

vol = 0.5 2.00

1 p = 33.6 m

l = 0.9 m

vol = 30.24 30.24


Pengecoran lantai kerja plat pondasi PC - A (1PC : 3 PB : 5Kr) tebal 5 cmm2 m2

Pengecoran lantai kerja plat pondasi PC - B (1PC : 3 PB : 5Kr) tebal 5 cmm2 m2


m3 m3


m3 m3


m3 m3


TAHAP 3

1

p = 43.4 m

l = 0.3 m

t = 0.4 m

vol = 5.208 5.21

9

p = 0.5 m

l = 0.3 m

t = 0.7 m

vol = 0.105 0.95



m3 m3


m3 m3

TABULASI PERHITUNGAN KEBUTUHAN MATERIAL TIAP TAHAPAN PEKERJAAN BESI

Keterangan

D ulir

Sisa

Kebutuhan Kawat Beton

(mm) (mm) L (mm) n (buah) kg/m¹ kg n (lonjor) W (Kg)

13 1330 65 1.04 89.91 9 87 tul sisa 0.03 m

89.91 0.015 1.34865 2

15

1 tul sisa 9.34 m

13 2340 40 1.04 97.34 5 88 tul sisa 0.3 m

97.34 0.015 1.4601 2

16 1330 65 1.58 136.59 9 87 tul sisa 0.03 m

136.59 0.015 2.04885 31 tul sisa 9.34 m

16 2340 40 1.58 147.89 5 88 tul sisa 0.3 m

147.89 0.015 2.21835 3

13 1330 64 1.04 88.52 9 87 tul sisa 0.03 m

88.52 0.015 1.3278 21 tul sisa 10.67 m

16 1330 64 1.58 134.49 9 87 tul sisa 0.03 m

134.49 0.015 2.01735 31 tul sisa 10.67 m

16 1472 90 1.58 209.32 8 1211 tul sisa 0.224 m

209.32 0.015 3.1398 45

1 tul sisa 9.056 m

Ø10 1430 54 0.62 47.64 8 76 tul sisa 0.56 m

47.64 0.015 0.7146 11 tul sisa 3.42 m

16 8354 36 1.58 485.09 1 3636 tul sisa 3.646 m

485.09 0.015 7.27635 812

Ø10 1230 302 0.62 230.31 9 3433 tul sisa 0.93 m

230.31 0.015 3.45465 41 tul sisa 5.85 m

Ø polos

Panjang 1 buah

Jumlah tulangan

Berat tulangan

/m¹

Berat total

1 lonjor untuk

(x) buah

Total kebutuha

n tulangan

indeks SNI

Total Teoritis

Total Beli (Kg)

Total per Tahap (Kg)

Tahap I

Tulangan atas pondasi PC - A

arah XTulangan atas pondasi PC - A

arah YTulangan bawah

pondasi PC - A arah XTulangan bawah

pondasi PC - A arah Y

Tulangan atas pondasi PC - B

Tulangan bawah

pondasi PC - B

Tahap II

Tulangan kolom

pedestalTulangan sengkang Pedestal

Tahap III

Tulangan longitudinal

sloofTulangan

sengkang sloof



Bobot (%)Har. Sat Total Har. Sat Total Har. Sat Total (Rp.) (Rp.) (Rp.) (Rp.) (Rp.) (Rp.)



1.2 88 m' 356,076.00 31,334,688.00 60,016.00 5,281,408.00 416,092.00 36,616,096.00 32.00%

1.3 47.2 m' 39,957.23 1,885,981.26 20,812.00 982,326.40 60,769.23 2,868,307.66 2.51%

TOTAL PEKERJAAN PERSIAPAN 33,220,669.26 10,677,814.40 43,898,483.66 38.37%

2 PEKERJAAN TANAH




2.4 2.88 236,313.00 680,581.44 26,862.00 77,362.56 263,175.00 757,944.00 0.66%

2.5 2.88 0.00 0.00 49,610.00 142,876.80 49,610.00 142,876.80 0.12%

2.6 1.54 236,313.00 363,922.02 26,862.00 41,367.48 263,175.00 405,289.50 0.35%

m2



m3

m3

m3


m3


m3


m3

2.7 1.54 0.00 0.00 49,610.00 76,399.40 49,610.00 76,399.40 0.07%

2.8 Pek. urugan pasir bawah sloof 4.54 236,313.00 1,071,915.77 26,862.00 121,846.03 263,175.00 1,193,761.80 1.04%



2.11 6.92 0.00 0.00 49,610.00 343,301.20 49,610.00 343,301.20 0.30%


TOTAL PEKERJAAN TANAH 2,116,419.23 3,106,097.10 5,222,516.33 4.56%


3.1.1 19.20 38,283.34 735,040.13 14,628.90 280,874.88 52,912.24 1,015,915.01 0.89%

3.1.2 187.20 kg 12,625.59 2,363,510.45 1,449.58 271,361.38 14,075.17 2,634,871.82 2.30%

3.1.3 284.40 kg 12,625.59 3,590,717.80 1,449.58 412,260.55 14,075.17 4,002,978.35 3.50%


3.1.5 4.50 1,058,609.19 4,763,741.35 180,411.00 811,849.50 1,239,020.19 5,575,590.85 4.87%

TOTAL PEKERJAAN PONDASI PC - A 13,679,942.13 2,565,072.71 16,245,014.83 14.20%


3.2.1 10.24 38,283.34 392,021.40 14,628.90 149,799.94 52,912.24 541,821.34 0.47%


m3

m3

m3

m3


m3

m3


m2



m2


m3


m2

3.2.2 88.52 kg 12,625.59 1,117,617.23 1,449.58 128,316.82 14,075.17 1,245,934.05 1.09%

3.2.3 134.49 kg 12,625.59 1,698,015.60 1,449.58 194,954.01 14,075.17 1,892,969.61 1.65%


3.2.5 2.00 1,058,609.19 2,117,218.38 180,411.00 360,822.00 1,239,020.19 2,478,040.38 2.17%

TOTAL PEKERJAAN PONDASI PC - B 6,597,405.41 1,284,593.57 7,881,998.98 6.89%

3.3 PEKERJAAN SLOOF

3.3.1 30.24 38,283.34 1,157,688.20 14,628.90 442,377.94 52,912.24 1,600,066.14 1.40%


3.3.3 Pembesian sengkang sloof (ø10-150) 230.31 kg 11,024.76 2,539,112.48 1,449.58 333,852.77 12,474.34 2,872,965.25 2.51%

3.3.4 Bekisting sloof 34.72 178,124.10 6,184,468.75 56,337.60 1,956,041.47 234,461.70 8,140,510.22 7.11%

3.3.5 5.21 1,058,609.19 5,515,353.88 180,411.00 939,941.31 1,239,020.19 6,455,295.19 5.64%

TOTAL PEKERJAAN SLOOF 21,521,170.76 4,375,390.25 25,896,561.01 22.63%

3.4 PEKERJAAN PEDESTAL3.4.1 Pembesian tulangan D16 pedestal 209.32 kg 12,625.59 2,642,763.25 1,449.58 303,423.19 14,075.17 2,946,186.43 2.57%

3.4.2 47.64 kg 11,024.76 525,219.57 1,449.58 69,057.99 12,474.34 594,277.56 0.52%


3.4.4 0.95 1,058,609.19 1,005,678.73 180,411.00 171,390.45 1,239,020.19 1,177,069.18 1.03%

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh 36,300.00 1,306,800.00 28,858.50 1,038,906.00 65,158.50 2,345,706.00 2.05%



m2


m3


m2

m2


m3


m2


m3

TOTAL PEKERJAAN PEDESTAL 8,623,211.00 2,234,086.75 10,857,297.75 9.49%



TOTAL PEKERJAAN AKHIR PROYEK 0.000 4,414,080.000 4,414,080.000 3.86%

TOTAL 85,758,817.781 28,657,134.781 114,415,952.563 100.00%PPN 10% 11,441,595.26

Total + PPN 125,857,547.819

m2

24110273.95

Bobot (%) 25315787.6475

27847366.4123

30632103.0535

0.01513827 0.00 8,360.000.18038812 323,706.08 54,560.00

0.01787392 36,324.75 18,920.00

113614561

0.00423362 0.00 36,080.00

0.00301841 0.00 36,080.00

0.00465391 214,830.00 24,420.00

0.00099225 0.00 45,100.00

0.00522847 214,830.00 24,420.00

0.00111475 0.00 45,100.00

0.0017942 0.00 17,292.00

0.00467952 0.00 45,100.00

0.00454447 0.00 46,332.00

13888.149 0.00661912 34,803.04 13,299.00

7.51% 174973.26 1.06% 11,477.81 1,317.80

1164470.11 0.02058211 11,477.81 1,317.80

0 0.00843568 144,606.00 51,216.00

13888.149 0.01340195 962,371.99 164,010.00

0 0.0074363 52,912.24 13,299.00

1.40% 0 2.17% 14,075.17 1,317.80

42111.674 0.00772893 12,474.34 1,317.80

13888.149 0.04288018 161,931.00 51,216.00

12127.236 0.02084748 1,239,020.19 164,010.00

#REF! #REF! 2.32% 11,477.81 1,449.58

0 0.01622718 11,477.81 1,449.58

0 0.00629644 10,022.51 1,449.58

13888.149 0.08311536 283,437.00 58,740.00

12127.236 0.01884649 962,371.99 164,010.00

342958.77 0.00525856 33,000.00 26,235.00

#REF! 0.07174112 283,437.00 60,280.00

#REF! 0.01543492 11,477.81 1,449.58

#REF! 0.01083495 11,477.81 1,449.58

1

TABULASI PERHITUNGAN INCOME ALTERNATIF 2

START - AKHIR MINGGU 1

No. Deskripsi Pekerjaan Vol. Unit UnitBCWP


1.1 Pembersihan lahan 480 3.86% 480 100.00% 3.86%

1.2 88 m' 32.00% 68 m' 77.27% 24.73%

1.3 47.2 m' 2.51% 47.20 m' 100.00% 2.51%

TOTAL PEKERJAAN PERSIAPAN 38.37% 31.10%

2 PEKERJAAN TANAH

2.1 Pek. galian tanah pondasi PC - A 13.44 0.47% 0.00 0.00% 0.00%

2.2 Pek. galian tanah pondasi PC - B 7.17 0.25% 0.00 0.00% 0.00%

2.3 Pek. galian tanah sloof 4.75 0.16% 0.00 0.00% 0.00%

2.4 2.88 0.66% 0.00 0.00% 0.00%

2.5 2.88 0.12% 0.00 0.00% 0.00%

2.6 1.54 0.35% 0.00 0.00% 0.00%

2.7 1.54 0.07% 0.00 0.00% 0.00%

2.8 Pek. urugan pasir bawah sloof 4.54 1.04% 0.00 0.00% 0.00%

2.9 Pek. pemadatan pasir bawah sloof 4.54 0.20% 0.00 0.00% 0.00%

2.10 Pek. urugan tanah kembali 6.92 0.12% 0.00 0.00% 0.00%

2.11 6.92 0.30% 0.00 0.00% 0.00%

2.12 Pek. buang tanah sisa galian 18.44 0.82% 0.00 0.00% 0.00%

TOTAL PEKERJAAN TANAH 4.56% 0.00%


3.1.1 19.20 0.89% 0.00 0.00% 0.00%

3.1.2 187.20 kg 2.30% 0.00 kg 0.00% 0.00%

3.1.3 284.40 kg 3.50% 0.00 kg 0.00% 0.00%

3.1.4 Bekisting plat pondasi PC - A 14.00 2.64% 0.00 0.00% 0.00%

Bobot (%)

Vol. Tercapai Progres

(%)

Bobot Mingguan

(%)

m2 m2



m3 m3

m3 m3

m3 m3


m3 m3


m3 m3


m3 m3


m3 m3

m3 m3

m3 m3

m3 m3


m3 m3

m3 m3


m2 m2



m2 m2

3.1.5 4.50 4.87% 0.00 0.00% 0.00%

TOTAL PEKERJAAN PONDASI PC - A 14.20% 0.00%


3.2.1 10.24 0.47% 0.00 0.00% 0.00%

3.2.2 88.52 kg 1.09% 0.00 kg 0.00% 0.00%

3.2.3 134.49 kg 1.65% 0.00 kg 0.00% 0.00%

3.2.4 Bekisting plat pondasi PC - B 8.00 1.51% 0.00 0.00% 0.00%

3.2.5 2.00 2.17% 0.00 0.00% 0.00%

TOTAL PEKERJAAN PONDASI PC - B 6.89% 0.00%

3.3 PEKERJAAN SLOOF

3.3.1 30.24 1.40% 0.00 0.00% 0.00%

3.3.2 Pembesian tulangan D16 sloof 485.09 kg 5.97% 0.00 kg 0.00% 0.00%

3.3.3 Pembesian sengkang sloof (ø10-150) 230.31 kg 2.51% 0.00 kg 0.00% 0.00%

3.3.4 Bekisting sloof 34.72 7.11% 0.00 0.00% 0.00%

3.3.5 5.21 5.64% 0.00 0.00% 0.00%

TOTAL PEKERJAAN SLOOF 22.63% 0.00%

3.4 PEKERJAAN PEDESTAL3.4.1 Pembesian tulangan D16 pedestal 209.32 kg 2.57% 0.00 kg 0.00% 0.00%

3.4.2 47.64 kg 0.52% 0.00 kg 0.00% 0.00%

3.4.3 Bekisting pedestal 10.08 3.32% 0.00 0.00% 0.00%

3.4.4 0.95 1.03% 0.00 0.00% 0.00%

3.4.5 Angker ø19mm ( L= 600 mm ) 36.00 bh 2.05% 0.00 bh 0.00% 0.00%

TOTAL PEKERJAAN PEDESTAL 9.49% 0.00%


4.1 Pembersihan Akhir 480 3.86% 0.00 0.00% 0.00%

TOTAL PEKERJAAN AKHIR PROYEK 3.86% 0.00%


m3 m3


m2 m2



m2 m2


m3 m3


m2 m2

m2 m2


m3 m3


m2 m2


m3 m3

m2 m2

TOTAL 100.00% 31.10%

Nilai Proyek

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56

0.39% 441,408.00 0.39% 441,408.00 0.58% 662,112.00

3.20% 3,661,609.60 2.47% 2,829,425.60 4.80% 5,492,414.40

0.13% 143,415.38 0.25% 286,830.77 0.38% 430,246.15

3.71% 4,246,701.00 3.11% 3,558,336.12 5.76% 6,584,772.55

0.00% 0.00 0.00% 0.00 0.07% 80,011.01

0.00% 0.00 0.00% 0.00 0.04% 42,684.44

0.00% 0.00 0.00% 0.00 0.02% 28,277.70

0.00% 0.00 0.00% 0.00 0.10% 113,691.60

0.00% 0.00 0.00% 0.00 0.02% 21,431.52

0.00% 0.00 0.00% 0.00 0.05% 60,793.43

0.00% 0.00 0.00% 0.00 0.01% 11,459.91

0.00% 0.00 0.00% 0.00 0.16% 179,064.27

0.00% 0.00 0.00% 0.00 0.03% 33,754.64

0.00% 0.00 0.00% 0.00 0.02% 19,744.01

0.00% 0.00 0.00% 0.00 0.05% 51,495.18

0.00% 0.00 0.00% 0.00 0.12% 140,969.74

0.00% 0.00 0.00% 0.00 0.68% 783,377.45

0.00% 0.00 0.00% 0.00 0.13% 152,387.25

0.00% 0.00 0.00% 0.00 0.35% 395,230.77

0.00% 0.00 0.00% 0.00 0.52% 600,446.75

0.00% 0.00 0.00% 0.00 0.40% 452,348.82

Retensi Rencana (%)

Retensi Rencana (Rp.)

Retensi Nyata (%)

Retensi Nyata (Rp.)

Income Rencana (%)

Income Rencana (Rp.)

0.00% 0.00 0.00% 0.00 0.73% 836,338.63

0.00% 0.00 0.00% 0.00 2.13% 2,436,752.23

0.00% 0.00 0.00% 0.00 0.07% 81,273.20

0.00% 0.00 0.00% 0.00 0.16% 186,890.11

0.00% 0.00 0.00% 0.00 0.25% 283,945.44

0.00% 0.00 0.00% 0.00 0.23% 258,485.04

0.00% 0.00 0.00% 0.00 0.32% 371,706.06

0.00% 0.00 0.00% 0.00 1.03% 1,182,299.85

0.00% 0.00 0.00% 0.00 0.21% 240,009.92

0.00% 0.00 0.00% 0.00 0.90% 1,024,158.63

0.00% 0.00 0.00% 0.00 0.38% 430,944.79

0.00% 0.00 0.00% 0.00 1.07% 1,221,076.53

0.00% 0.00 0.00% 0.00 0.85% 968,294.28

0.00% 0.00 0.00% 0.00 3.40% 3,884,484.15

0.00% 0.00 0.00% 0.00 0.39% 441,927.97

0.00% 0.00 0.00% 0.00 0.08% 89,141.63

0.00% 0.00 0.00% 0.00 0.50% 569,108.79

0.00% 0.00 0.00% 0.00 0.15% 176,560.38

0.00% 0.00 0.00% 0.00 0.31% 351,855.90

0.00% 0.00 0.00% 0.00 1.42% 1,628,594.66

0.00% 0.00 0.00% 0.00 0.58% 662,112.00

0.00% 0.00 0.00% 0.00 0.58% 662,112.00

3.71% 4,246,701.00 3.11% 3,558,336.12 15.00% 17,162,622.00

0.58% 662,112.00 0.00% 0.00

4.80% 5,492,414.40 0.00% 0.00

0.38% 430,246.15 0.00% 0.00

5.76% 6,584,772.55 0.00% 0.00

0.07% 80,011.01 0.00% 0.00

0.04% 42,684.44 0.00% 0.00

0.02% 28,277.70 0.00% 0.00

0.10% 113,691.60 0.00% 0.00

0.02% 21,431.52 0.00% 0.00

0.05% 60,793.43 0.00% 0.00

0.01% 11,459.91 0.00% 0.00

0.16% 179,064.27 0.00% 0.00

0.03% 33,754.64 0.00% 0.00

0.02% 19,744.01 0.00% 0.00

0.05% 51,495.18 0.00% 0.00

0.12% 140,969.74 0.00% 0.00

0.68% 783,377.45 0.00% 0.00

0.13% 152,387.25 0.00% 0.00

0.35% 395,230.77 0.00% 0.00

0.52% 600,446.75 0.00% 0.00

0.40% 452,348.82 0.00% 0.00

Income Nyata (%)

Income Nyata (Rp.)

∆ INCOME

(%)

∆ INCOME

(Rp)

0.73% 836,338.63 0.00% 0.00

2.13% 2,436,752.23 0.00% 0.00

0.07% 81,273.20 0.00% 0.00

0.16% 186,890.11 0.00% 0.00

0.25% 283,945.44 0.00% 0.00

0.23% 258,485.04 0.00% 0.00

0.32% 371,706.06 0.00% 0.00

1.03% 1,182,299.85 0.00% 0.00

0.21% 240,009.92 0.00% 0.00

0.90% 1,024,158.63 0.00% 0.00

0.38% 430,944.79 0.00% 0.00

1.07% 1,221,076.53 0.00% 0.00

0.85% 968,294.28 0.00% 0.00

0.00% 0.00

3.40% 3,884,484.15 0.00% 0.00

0.39% 441,927.97 0.00% 0.00

0.08% 89,141.63 0.00% 0.00

0.50% 569,108.79 0.00% 0.00

0.15% 176,560.38 0.00% 0.00

0.31% 351,855.90 0.00% 0.00

1.42% 1,628,594.66 0.00% 0.00

0.58% 662,112.00 0.00% 0.00

0.00% 0.00

0.58% 662,112.00 0.00% 0.00

15.00% 17,162,622.00 0.00% 0.00



No. Deskripsi Pekerjaan Vol. Unit UnitBCWP



1.2 88 m' 32.00% 68 m' 100.00% 32.00%

1.3 47.2 m' 2.51% 47.20 m' 100.00% 2.51%


2 PEKERJAAN TANAH




2.4 2.88 0.66% 2.88 100.00% 0.66%

2.5 2.88 0.12% 2.88 100.00% 0.12%

2.6 1.54 0.35% 1.54 100.00% 0.35%

2.7 1.54 0.07% 1.54 100.00% 0.07%




2.11 6.92 0.30% 0.00 0.00% 0.00%




3.1.1 19.20 0.89% 0.00 0.00% 0.00%

3.1.2 187.20 kg 2.30% 0.00 kg 0.00% 0.00%

3.1.3 284.40 kg 3.50% 0.00 kg 0.00% 0.00%


Bobot (%)


(%)

Bobot Mingguan

(%)

m2 m2



m3 m3

m3 m3

m3 m3


m3 m3


m3 m3


m3 m3


m3 m3

m3 m3

m3 m3

m3 m3


m3 m3

m3 m3


m2 m2



m2 m2

3.1.5 4.50 4.87% 0.00 0.00% 0.00%



3.2.1 10.24 0.47% 0.00 0.00% 0.00%

3.2.2 88.52 kg 1.09% 0.00 kg 0.00% 0.00%

3.2.3 134.49 kg 1.65% 0.00 kg 0.00% 0.00%


3.2.5 2.00 2.17% 0.00 0.00% 0.00%


3.3 PEKERJAAN SLOOF

3.3.1 30.24 1.40% 0.00 0.00% 0.00%



3.3.4 Bekisting sloof 34.72 7.11% 0.00 0.00% 0.00%

3.3.5 5.21 5.64% 0.00 0.00% 0.00%



3.4.2 47.64 kg 0.52% 0.00 kg 0.00% 0.00%


3.4.4 0.95 1.03% 0.00 0.00% 0.00%







m3 m3


m2 m2



m2 m2


m3 m3


m2 m2

m2 m2


m3 m3


m2 m2


m3 m3

m2 m2

TOTAL 100.00% 40.45%

Nilai Proyek

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

0.39% 441,408.00 0.39% 441,408.00 2.89% 3,310,560.00 2.89%

3.20% 3,661,609.60 3.20% 3,661,609.60 24.00% 27,462,072.00 18.55%

0.25% 286,830.77 0.25% 286,830.77 0.94% 1,075,615.37 1.88%

3.84% 4,389,848.37 3.84% 4,389,848.37 27.84% 31,850,255.00 23.33%

0.05% 53,340.67 0.05% 53,340.67 0.00% 0.00 0.00%

0.02% 28,456.30 0.02% 28,456.30 0.00% 0.00 0.00%

0.02% 18,851.80 0.02% 18,851.80 0.00% 0.00 0.00%

0.07% 75,794.40 0.07% 75,794.40 0.00% 0.00 0.00%

0.01% 14,287.68 0.01% 14,287.68 0.00% 0.00 0.00%

0.04% 40,528.95 0.04% 40,528.95 0.00% 0.00 0.00%

0.01% 7,639.94 0.01% 7,639.94 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.21% 238,899.74 0.21% 238,899.74 0.00% 0.00 0.00%

0.09% 101,591.50 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

Retensi Rencana (%)


Retensi Nyata (%)

Retensi Nyata (Rp.)

Income Rencana

(%)


Income Nyata (%)

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.09% 101,591.50 0.00% 0.00 0.00% 0.00 0.00%

0.05% 54,182.13 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.05% 54,182.13 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

4.18% 4,783,884.00 4.04% 4,628,125.00 27.84% 31,850,255.00 23.33%

Income Kumulatif Minggu 1 & 215.00% 17,162,622.00 15.00%

42.84% 49,012,877.00 38.33%

3,310,560.00 0.00% 0.00

21,221,298.80 -5.45% -6,240,773.20

2,151,230.74 0.94% 1,075,615.37

26,687,521.00 -4.50% -5,162,734.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

Income Nyata (Rp.)

∆ INCOME

(%)

∆ INCOME (Rp)

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00% 0.00

0.00 0.00% 0.00

26,687,521.00 -4.50% -5,162,734.00

17,162,622.00

43,850,143.00 -4.50% -5,162,734.00



No. Deskripsi Pekerjaan Vol. Unit Bobot (%) UnitBCWP



1.2 88 m' 32.00% 68 m' 100.00% 32.00%

1.3 47.2 m' 2.51% 47.20 m' 100.00% 2.51%


2 PEKERJAAN TANAH




2.4 2.88 0.66% 2.88 100.00% 0.66%

2.5 2.88 0.12% 2.88 100.00% 0.12%

2.6 1.54 0.35% 1.54 100.00% 0.35%

2.7 1.54 0.07% 1.54 100.00% 0.07%




2.11 6.92 0.30% 0.00 0.00% 0.00%




3.1.1 19.20 0.89% 19.20 100.00% 0.89%

3.1.2 187.20 kg 2.30% 149.76 kg 80.00% 1.84%

3.1.3 284.40 kg 3.50% 227.52 kg 80.00% 2.80%



(%)

Bobot Mingguan

(%)

m2 m2



m3 m3

m3 m3

m3 m3


m3 m3


m3 m3


m3 m3


m3 m3

m3 m3

m3 m3

m3 m3


m3 m3

m3 m3


m2 m2



m2 m2

3.1.5 4.50 4.87% 0.00 0.00% 0.00%



3.2.1 10.24 0.47% 10.24 100.00% 0.47%

3.2.2 88.52 kg 1.09% 44.26 kg 50.00% 0.54%

3.2.3 134.49 kg 1.65% 67.25 kg 50.00% 0.83%


3.2.5 2.00 2.17% 0.00 0.00% 0.00%


3.3 PEKERJAAN SLOOF

3.3.1 30.24 1.40% 0.00 0.00% 0.00%



3.3.4 Bekisting sloof 34.72 7.11% 0.00 0.00% 0.00%

3.3.5 5.21 5.64% 0.00 0.00% 0.00%



3.4.2 47.64 kg 0.52% 0.00 kg 0.00% 0.00%


3.4.4 0.95 1.03% 0.00 0.00% 0.00%







m3 m3


m2 m2



m2 m2


m3 m3


m2 m2

m2 m2


m3 m3


m2 m2


m3 m3

m2 m2

TOTAL 100.00% 49.63%

Nilai Proyek

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56114,415,952.56

114,415,952.56114,415,952.56

0.39% 441,408.00 0.39% 441,408.00 2.89% 3,310,560.00 2.89%

3.20% 3,661,609.60 3.20% 3,661,609.60 24.00% 27,462,072.00 24.00%

0.25% 286,830.77 0.25% 286,830.77 1.88% 2,151,230.74 1.88%

3.84% 4,389,848.37 3.84% 4,389,848.37 28.78% 31,850,255.00 28.78%

0.05% 53,340.67 0.05% 53,340.67 0.35% 400,055.04 0.35%

0.02% 28,456.30 0.02% 28,456.30 0.19% 213,422.22 0.19%

0.02% 18,851.80 0.02% 18,851.80 0.12% 141,388.50 0.12%

0.07% 75,794.40 0.07% 75,794.40 0.50% 568,458.00 0.50%

0.01% 14,287.68 0.01% 14,287.68 0.09% 107,157.60 0.09%

0.04% 40,528.95 0.04% 40,528.95 0.27% 303,967.13 0.27%

0.01% 7,639.94 0.01% 7,639.94 0.05% 57,299.55 0.05%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.21% 238,899.74 0.21% 238,899.74 1.57% 1,791,748.04 1.57%

0.09% 101,591.50 0.09% 101,591.50 0.67% 761,936.26 0.67%

0.23% 263,487.18 0.18% 210,789.75 0.00% 0.00 0.00%

0.35% 400,297.83 0.28% 320,238.27 0.00% 0.00 0.00%

0.26% 301,565.88 0.11% 120,626.35 0.00% 0.00 0.00%

Retensi Rencana (%)


Retensi Nyata (%)

Retensi Nyata (Rp.)

Income Rencana (%)


Income Nyata (%)

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.93% 1,066,942.40 0.66% 753,245.87 0.67% 761,936.26 0.67%

0.05% 54,182.13 0.05% 54,182.13 0.36% 406,366.00 0.36%

0.11% 124,593.40 0.05% 62,296.70 0.00% 0.00 0.00%

0.17% 189,296.96 0.08% 94,648.48 0.00% 0.00 0.00%

0.15% 172,323.36 0.08% 86,161.68 0.00% 0.00 0.00%

0.22% 247,804.04 0.00% 0.00 0.00% 0.00 0.00%

0.69% 788,199.90 0.26% 297,289.00 0.36% 406,366.00 0.36%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.09% 98,206.21 0.00% 0.00 0.00% 0.00 0.00%

0.02% 19,809.25 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.10% 118,015.47 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00%

5.77% 6,353,670.00 4.96% 5,678,464.00 31.36% 35,883,913.00 30.34%

Income Kumulatif Minggu 2 & 315.00% 17,162,622.00 15.00%

46.36% 53,041,748.00 45.34%

∆ INCOME (%)

3,310,560.00 0.00% 0.00

27,462,072.00 0.00% 0.00

2,151,230.74 0.00% 0.00

32,923,862.74 0.00% 1,073,607.74

400,055.04 0.00% 0.00

213,422.22 0.00% 0.00

141,388.50 0.00% 0.00

568,458.00 0.00% 0.00

107,157.60 0.00% 0.00

303,967.13 0.00% 0.00

57,299.55 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

1,791,748.04 0.00% 0.00

761,936.26 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

Income Nyata (Rp.)

∆ INCOME (Rp)

0.00 0.00% 0.00

761,936.26 0.00% 0.00

406,366.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00% 0.00

406,366.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00 0.00% 0.00

0.00% 0.00

0.00 0.00% 0.00

34,710,940.00 -1.02% -1,168,186.00

17,162,622.00

51,873,562.00 -1.02% -1,168,186.00

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