tugas bipro new
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perencanaan biaya proyekTRANSCRIPT
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BILL OF QUANTITY
Project no. : PT
Project name : Date
Location : Estimator
Unit/Package : Page
Type of works :
No. Deskripsi Pekerjaan Vol. Unit
Bahan Upah Pekerjaan
Har. Sat Total Har. Sat Total Har. Sat
(Rp.) (Rp.) (Rp.) (Rp.) (Rp.)
1 PEKERJAAN PERSIAPAN
1.1 Pek. pembersihan lahan 588.000 0.00 7,865.00 4,624,620.00 7,865.00
1.2112.000 m' 376,252.22 42,140,248.92 50,336.00 5,637,632.00 426,588.22
1.3 Pek. pemasangan bouwplank 88.000 m' 56,130.69 4,939,500.72 17,303.00 1,522,664.00 73,433.69
TOTAL PEKERJAAN PERSIAPAN 47,079,749.64 11,784,916.00
2 PEKERJAAN TANAH
2.1 Pek. galian tanah pondasi 49.572 0.00 33,880.00 1,679,499.36 33,880.00
2.2 Pek. galian tanah sloof 26.400 0.00 33,880.00 894,432.00 33,880.00
2.3 Pek. Urugan pasir bawah pondasi 11.664 152,460.00 1,778,293.44 22,990.00 268,155.36 175,450.00
2.4 Pek. Pemadatan pasir bawah pondasi 11.664 0.00 42,350.00 493,970.40 42,350.00
2.5 Pek. Urugan pasir bawah sloof 8.400 152,460.00 1,280,664.00 22,990.00 193,116.00 175,450.00
2.6 Pek.Pemadatan pasir bawah sloof 8.400 0.00 42,350.00 355,740.00 42,350.00
2.7 Pek. Urugan kembali 36.656 0.00 16,238.20 595,227.46 16,238.20
2.8 Pek. Pemadatan tanah 36.656 0.00 42,350.00 1,552,381.60 42,350.00
2.9 Pek. Buang Tanah Sisa Galian 39.316 0.00 43,511.60 1,710,702.07 43,511.60
TOTAL PEKERJAAN TANAH 3,058,957.44 7,743,224.24
m2
Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m
m3
m3
m3
m3
m3
m3
m3
m3
m3
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3 PEKERJAAN BETON BERTULANG
3.1 PEKERJAAN BETON PLAT PONDASI
3.1.1 Pek. Pengecoran lantai kerja plat pondasi (1PC : 3 PB : 5BP) 58.320 46,928.33 2,736,860.29 86,103.60 5,021,561.95 133,031.93
3.1.2 Pek. Pembesian tulangan D13 plat pondasi 356.429 kg 13721.4 4,890,704.88 1205.16 429,553.97 14,926.56
3.1.3 Pek Pembesian tulangan D16 plat pondasi 696.211 kg 13721.4 9,552,989.62 1205.16 839,045.65 14,926.56
3.1.4 Pek Bekisting plat pondasi 17.280 138,738.60 2,397,403.01 46,923.80 810,843.26 185,662.40
3.1.5 Pek Pengecoran plat pondasi (1 PC : 1,5 PB : 2,5 BP) 5.184 1,210,202.71 6,273,690.82 153,065.00 793,488.96 1,363,267.71
25,851,648.62 7,894,493.80
3.2 PEKERJAAN BETON SLOOF
3.2.1 Pek. Pengecoran lantai kerja sloof (1 PC : 3 PB : 5 BP) 56.000 46,928.33 2,627,986.56 86,103.60 4,821,801.60 133,031.93
3.2.2 Pek. Bekisting Sloof 72.000 155,255.10 11,178,367.20 46,923.80 3,378,513.60 202,178.90
3.2.3 Pek. Pembesian tulangan sloof D16 690.785 kg 13,721.40 9,478,537.30 1,205.16 832,506.45 14,926.56
3.2.4 Pek. Pembesian tulangan sengkang ø8 254.281 kg 13,721.40 3,489,091.31 1,205.16 306,449.29 14,926.56
3.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 BP) 7.200 1,210,202.71 8,713,459.48 153,065.00 1,102,068.00 1,363,267.71
35,487,441.85 10,441,338.94
3.3 PEKERJAAN BETON KOLOM
3.3.1 Pek. Bekisting Kolom 46.080 314,575.80 14,495,652.86 53,651.40 2,472,256.51 368,227.20
3.3.2 Pek. Pembesian Tulangan Kolom D19 732.154 kg 13,721.40 10,046,177.90 1,205.16 882,362.71 14,926.56
3.3.3 Pek. Pembesian tulangan sengkang ø8 122.008 kg 13,721.40 1,674,120.57 1,205.16 147,039.16 14,926.56
3.3.4 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 BP) 4.608 1,210,202.71 5,576,614.07 153,065.00 705,323.52 1,363,267.71
3.3.5 Pek. Pemasangan Angker ø19mm ( L = mm) 72.000 bh 36,300.00 2,613,600.00 23,837.00 1,716,264.00 60,137.00
TOTAL PEKERJAAN BETON KOLOM 34,406,165.40 5,923,245.91
4 PEKERJAAN AKHIR PROYEK
4.1 Pek. Pembersihan lahan akhir 588.000 0.00 0.00 7,865.00 4,624,620.00 7,865.00
145,883,962.95 43,787,218.89
PPN 10%
m2
m2
m3
m2
m2
m3
m2
m3
m2
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TOTAL + PPN 10%
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:
:
:
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Pekerjaan
Bobot (%) Total
(Rp.)
PEKERJAAN PERSIAPAN
4,624,620.00 2.44%
47,777,880.92 25.19%
6,462,164.72 3.41%
58,864,665.64
PEKERJAAN TANAH
1,679,499.36 0.89%
894,432.00 0.47%
2,046,448.80 1.08%
493,970.40 0.26%
1,473,780.00 0.78%
355,740.00 0.19%
595,227.46 0.31%
1,552,381.60 0.82%
1,710,702.07 0.90%
10,802,181.68
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PEKERJAAN BETON BERTULANG
PEKERJAAN BETON PLAT PONDASI
7,758,422.24 4.09%
5,320,258.85 2.80%
10,392,035.26 5.48%
3,208,246.27 1.69%
7,067,179.78 3.73%
33,746,142.42
7,449,788.16 3.93%
14,556,880.80 7.67%
10,311,043.75 5.44%
3,795,540.60 2.00%
9,815,527.48 5.18%
45928780.79196
16,967,909.38 8.95%
10,928,540.61 5.76%
1,821,159.73 0.96%
6,281,937.59 3.31%
4,329,864.00 2.28%
40,329,411.30
PEKERJAAN AKHIR PROYEK
4,624,620.00 2.44%
189,671,181.84 100.00%
18,967,118.184
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208,638,300.022
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Deskripsi Pekerjaan Durasi 1 2
PEKERJAAN PERSIAPAN (hari) 1 2 3 4 5 6 7 8 9 10
Pek. pembersihan lahan 3
2
Pek. pemasangan bouwplank 1PEKERJAAN TANAH
Pek. galian tanah pondasi 2Pek. galian tanah sloof 2Pek. Urugan pasir bawah pondasi 1Pek. Pemadatan pasir bawah pondasi 1Pek. Urugan pasir bawah sloof 1Pek.Pemadatan pasir bawah sloof 1Pek. Urugan kembali 1Pek. Pemadatan tanah 1Pek. Buang Tanah Sisa Galian 1PEKERJAAN BETON BERTULANG
PEKERJAAN BETON PLAT PONDASI
1
Pek. Pembesian tulangan D13 plat pondasi 2
Pek Pembesian tulangan D16 plat pondasi 2Pek Bekisting plat pondasi 1
1PEKERJAAN BETON SLOOF
1Pek. Bekisting Sloof 1Pek. Pembesian tulangan sloof D16 2
Pek. Pembesian tulangan sengkang ø82
1PEKERJAAN BETON KOLOM
Pek. Bekisting Kolom 2
Pek. Pembesian Tulangan Kolom D192
Pek. Pembesian tulangan sengkang ø82
1
1PEKERJAAN AKHIR PROYEK
Pek. Pembersihan lahan akhir 2
Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m
Pek. Pengecoran lantai kerja plat pondasi (1PC : 3 PB : 5BP)
Pek Pengecoran plat pondasi (1 PC : 1,5 PB : 2,5 BP)
Pek. Pengecoran lantai kerja sloof (1 PC : 3 PB : 5 BP)
Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 BP)
Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 BP)
Pek. Pemasangan Angker ø19mm ( L = mm)
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2 3 4
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QUANTITY SHEET
Project : Estimator : Yanichi S Estimate :
Location : Extention : Sheet : 1
Engineer : Kurniawan Checker : Ivan S Date : 16 /08 /2015
Classification :
Pengali Dimensi Hasil Keterangan Kode
1. PEKERJAAN PERSIAPAN 1.00
p = 42.000 m Pek. pembersihan lahan 1.1
l = 14.000 m
588.000 m²
2 p = 42.000 m 1.2
2 l = 14.000 m
112.000 m' [( 2x42m)+(2x14m) = 112m']
2 p = 36.000 m Pek. pemasangan bouwplank 1.3
2 l = 8.000 m [(2 x 34m) + (2x6m) = 80m']
88.000 m'
2. PEKERJAAN TANAH 2.00
p = 1.800 m 2.1
l = 1.800 m
t = 0.850 m
18 =2.754 49.572
p = 2.200 m 2.2
l = 0.800 m
t = 0.600 m
25vol 1 sloof
=1.056 26.400 m3
Total galian tanah
75.972
p = 1.800 mPek. urugan pasir bawah pondasi
2.3
l = 1.800 m
t = 0.200 m
18 vol = 0.648 11.664
p = 1.800 mPek. pemadatan pasir bawah pondasi
2.4
l = 1.800 m
t = 0.200 m
18 vol = 0.648 11.664
p = 2.800 mPek. urugan pasir bawah sloof
2.5
l = 0.800 m
t = 0.150 m[(2,8m x 0,8m x 0,15m)x 25 = 8,4 m³]
[( 42m x 14m = 588 m²)]
Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m
Pek. Galian tanah pondasi (lebar pondasi ditambah 30 cm di keempat sisinya untuk space pekerja).
vol 1 pondasi m3 m3
[(1,8m x 1,8m x0,85m) x 18 = 49,572 m³]
Pek. Galian tanah sloof ( lebar sloof ditambah 30 cm di kedua sisinya untuk space pekerja)
[(2,2m x 0,8m x 0,6m)x 25 = 26,4 m³]
m3
m3 49,572m³ + 26,4m³
[(1,8m x 1,8m x 0,2m) x 18 = 11,664 m³]m3 m3
[(1,8m x 1,8m x 0,2m) x 18 = 11,664 m³]m3 m3
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25 vol = 0.336 8.400[(2,8m x 0,8m x 0,15m)x 25 = 8,4 m³]
2.5
QUANTITY SHEET
Project : Estimator : Yanichi S Estimate :
Location : Extention : Sheet : 2
Engineer : Kurniawan Checker : Ivan S Date : 16 /08 /2015
Classification :
p = 2.800 mPek. pemadatan pasir bawah sloof
2.6
l = 0.800 m
t = 0.150 m[(2,8m x 0,8m x 0,15m)x 25 = 8,4 m³]
25 vol = 0.336 8.400
Volume total urugan pasir
20.064
p = 1.800 m Vol. lantai kerja pondasi
l = 1.800 m (1PC : 3 PB : 5Kr)
t = 0.050 m[(1,8m x 1,8m x 0,05) x 18 = 11,664 m³]
18 vol = 0.162 2.916
p = 2.800 m Vol lantai kerja sloof 5 cm
l = 0.800 m (1PC : 3 PB : 5Kr)
t = 0.050 m[(2,8m x 0,8m x 0,05m)x 25 = 2,8 m³]
25 vol = 0.112 2.800
Vol total lantai kerja
5.716 2,916 m3 + 2,8m3
p = 1.200 m Vol plat pondasi
l = 1.200 m[(1,2m x 1,m x 0,2 ) x 18 = 5,184 m³]
t = 0.200 m
18 vol = 0.288 5.184
p = 3.600 m Vol Sloof
l = 0.200 m[(3,6m x 0,2m x 0,4m ) x 25 = 7,2 m³]
t = 0.400 m
25 vol = 0.288 7.200
p = 0.400 m Vol kolom di dalam tanah
l = 0.400 m[(0,4m x 0,4m x 0,4m) x 18 = 1,152 m³]
t = 0.400 m
18 vol = 0.064 1.152
Pek. Urugan kembali 2.7
36.656
m3 m3
m3 m3
m3 11,664m³ + 8,4m³
m3 m3
m3 m3
m3
m3 m3
m3 m3
m3 m3
m3
(75,972 m³ - 20,064 m³ - 5,716 m³ - 5,184 m³ - 7,2 m³ - 1,152 m³)
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Pek. pemadatan tanah 2.8
36.656
QUANTITY SHEET
Project : Estimator : Yanichi S Estimate :
Location : Extention : Sheet : 3
Engineer : Kurniawan Checker : Ivan S Date : 16 /08 /2015
Classification :
Pek. Buang Tanah Sisa Galian 2.9
39.316 ( 75,972 m³ - 36,656 m³ )
3. PEKERJAAN BETON BERTULANG 3.00
3.1. Pek. Plat pondasi 3.10
p = 1.800 m Pek. Pengecoran lantai kerja plat pondasi (1PC : 3 PB : 3.1.1
l = 1.800 m (1PC : 3 PB : 5Kr)
t = 0.050 m (1,8 m x 1,8 m )x 18 = 58,32 m²
18 vol = 3.240 58.320
18/ 7/ 2/ l = 1.360 m Pek. Pembesian tulangan D13 plat pondasi 3.1.2
vol pek = 342.720 m' n = [(1200 - 80) / 200] + 1 = 7 tulangan
w = 1.040 kg/m' l = 1200 - 80 + 2 x 120 = 1360mm
356.429 kg vol besi = 342,72 m' x 1,040 kg/m'= 356,429 kg
18/ 9/ 2/ l = 1.360 m Pek. Pembesian tulangan D16 plat pondasi 3.1.3
vol pek = 440.640 m' n=[(1200-80) / 150] + 1 = 9 tulangan
w = 1.580 kg/m' l= 1200 - 80 + 2 x 120 = 1360 mm
696.211 kg vol besi = 440,64 m' x 1,580 kg/m'= 696,211 kg
p = 1.200 m Pek Bekisting plat pondasi 3.1.4
t = 0.200 m
4/ 18/ luas = 0.240 17.280
p = 1.200 m Pek Pengecoran plat pondasi (1 PC : 1,5 PB : 2,5 BP) 3.1.5
l = 1.200 m (1 PC : 1,5 PB : 2,5 BP)
t = 0.200 m [(1,2m x 1,m x 0,2m ) x 18 = 5,184 m³]
18 vol = 0.288 5.184
3.2 Pek. Beton sloof 3.20
p = 2.800 m Pek. Pengecoran lantai kerja sloof (1 PC : 3 PB : 5 BP) 3.2.1
l = 0.800 m (2,8m x 0,8m x 25) = 56 m2
t = 0.050 m
25 vol = 2.240 56.000 m2
p = 3.600 m Pek. Bekisting Sloof 3.2.2
t = 0.400 m
2/ 25/ luas = 1.440 72.000
m3
(75,972 m³ - 20,064 m³ - 5,716 m³ - 5,184 m³ - 7,2 m³ - 1,152 m³)
m3
m² m²
(1,2m x 0,2m) x 4 x 18 = 17,28 m²
m2 m2
m3 m3
m3
(3,6 m x 0,4 m) x 2 x 25 = 72 m2
m2 m2
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l total = 437.760 m Pek. Pembesian tulangan sloof D16 3.2.3
w = 1.578 kg/m' lx =(12m+12m+10.2m) x 2 x 4 = 273.6 m
690.785 kg ly =[ 3,6 m + (2 x 0,3m) + (2 x 0,18m)] x 36 = 164.16 m
vol besi= 437.76 m x 1,578 kg/m' = 690.785kg
QUANTITY SHEET
Project : Estimator : Yanichi S Estimate :
Location : Extention : Sheet : 4
Engineer : Kurniawan Checker : Ivan S Date : 16 /08 /2015
Classification :
625 l = 1.030 m Pek. Pembesian tulangan sengkang ø8 3.2.4
vol pek = 643.750 kg/m' l = (0.32m x 2)+(0.12m x 2)+(2 x 0.075m) = 1,03m
w = 0.395 kg/m' n= 25 x [(4m - 0.4m ) / (0.15m + 1)] = 625 buah
254.281 kg vol besi= 1,030m x 0,395 kg/m' x 625 = 254,281 kg
p = 3.600 m Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 BP) 3.2.5
l = 0.200 m (1 PC : 1,5 PB : 2,5 BP)
t = 0.400 m[(3,6m x 0,2m x 0,4m ) x 25 = 7,2 m³]
25 vol = 0.288 7.200
3.3 Pek. Beton kolom 3.30
p = 1.600 m Pek. Bekisting Kolom 3.3.1
t = 0.400 m
4/ 18/ luas = 0.640 46.080
18/ 8/ l = 2.280 m Pek. Pembesian Tulangan Kolom D19 3.3.2
vol pek = 328.320 kg l= 1.52m + 0.2m+ 0,56m =2,28m
w = 2.230 kg/m' n = 8 x 18 = 144
732.154 kg vol besi= 2,28 m x 2,230 kg/m' x 18 x 8 = 732,154kg
18/ 12/ l = 1.430 m Pek. Pembesian tulangan sengkang ø8 3.3.3
vol pek = 308.880 kg l= (0,32m x 4) + (0,075m x 2) =1,43m
w = 0.395 kg/m' n= ( 1.6 - 0.04 ) / 0.15 + 1 = 12
122.008 kg vol besi=1,43m x 0,395 kg/m' x 18 x 12=122,01kg
p = 0.400 m Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 BP) 3.3.4
l = 0.400 m (1 PC : 1,5 PB : 2,5 Kr)
t = 1.600 m[(0,4m x 0,4m x 1,6m) x 18 = 4,608 m³]
18 luas = 0.256 4.608
18 jumlah = 4.000 bh Pek. Pemasangan Angker ø19mm ( L = mm) 3.3.5
72.000 bh (18 x 4 = 72 bh)
4. PEKERJAAN AKHIR PROYEK 4.00
p = 42.000 m Pek. Pembersihan lahan akhir 4.1
l = 14.000 m
vol = 588.000 m² 588.000 m²
m3 m3
(1,6 m x 0,4 m) x 4 x 18 = 46,080 m2
m2 m2
m3 m3
(42m x 14m) = 588 m²
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BILL OF QUANTITY
Project no. :
Project nam:
Location :
Unit/Packag:
Type of wor:
No. Deskripsi Pekerjaan Vol. Unit
Bahan
Har. Sat Total
(Rp.) (Rp.)
1 PEKERJAAN PERSIAPAN
1.1 Pek. pembersihan lahan
588.000 0.00
1.2
112.000 m' 342,047.48 38,309,317.20
1.3 Pek. pemasangan bouwplank 88.000 m' 51,027.90 4,490,455.20
TOTAL PEKERJAAN PERSIAPAN 42,799,772.40
2 PEKERJAAN TANAH
2.1 Pek. galian tanah pondasi 49.572 0.00
2.2 Pek. galian tanah sloof 26.400 0.00
2.3 Pek. Urugan pasir bawah pondasi 11.664 138,600.00 1,616,630.40
2.4 Pek. Pemadatan pasir bawah pondasi 11.664 0.00
2.5
Pek. Urugan pasir bawah sloof 8.400 138,600.00 1,164,240.00
2.6 Pek.Pemadatan pasir bawah sloof 8.400 0.00
2.7 Pek. Urugan kembali 36.656 0.00
2.8 Pek. Pemadatan tanah 36.656 0.00
2.9 Pek. Buang Tanah Sisa Galian 39.316 0.00
TOTAL PEKERJAAN TANAH 2,780,870.40
3 PEKERJAAN BETON BERTULANG
3.1 PEKERJAAN BETON PLAT PONDASI
m2
Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m
m3
m3
m3
m3
m3
m3
m3
m3
m3
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3.1.1
58.320 42,662.12 2,488,054.81
3.1.2 Pek. Pembesian tulangan D13 plat pondasi 356.429 kg 12474 4,446,095.35
3.1.3 Pek Pembesian tulangan D16 plat pondasi 696.211 kg 12474 8,684,536.01
3.1.4 Pek Bekisting plat pondasi
17.280 126,126.00 2,179,457.28
3.1.5 Pek Pengecoran plat pondasi (1 PC : 1,5 PB : 2,5 BP) 5.184
1,100,184.28 5,703,355.29
TOTAL PEKERJAAN BETON PLAT PONDASI 23,501,498.74
3.2 PEKERJAAN BETON SLOOF
3.2.1 Pek. Pengecoran lantai kerja sloof (1 PC : 3 PB : 5 BP) 56.00042,662.12 2,389,078.69
3.2.2 Pek. Bekisting Sloof 72.000141,141.00 10,162,152.00
3.2.3 Pek. Pembesian tulangan sloof D16 690.785 kg 12,474.00 8,616,852.09
3.2.4 Pek. Pembesian tulangan sengkang ø8 254.281 kg 12,474.00 3,171,901.19
3.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 BP) 7.200 1,100,184.28 7,921,326.80
TOTAL PEKERJAAN BETON SLOOF 32,261,310.77
3.3 PEKERJAAN BETON KOLOM
3.3.1 Pek. Bekisting Kolom 46.080 285,978.00 13,177,866.24
3.3.2 Pek. Pembesian Tulangan Kolom D19 732.154 kg 12,474.00 9,132,889.00
3.3.3 Pek. Pembesian tulangan sengkang ø8 122.008 kg 12,474.00 1,521,927.79
3.3.4 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 BP) 4.608 1,100,184.28 5,069,649.15
3.3.5 Pek. Pemasangan Angker ø19mm ( L = mm) 72.000 bh 33,000.00 2,376,000.00
TOTAL PEKERJAAN BETON KOLOM 31,278,332.18
4 PEKERJAAN AKHIR PROYEK
4.1 Pek. Pembersihan lahan akhir 588.000 0.00
TOTAL 132,621,784.50
Pek. Pengecoran lantai kerja plat pondasi (1PC : 3 PB : 5BP)
m2
m2
m3
m2
m2
m3
m2
m3
m2
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PT :
Date :
Estimator :
Page : 1 of 2
Upah Pekerjaan
Bobot (%)Har. Sat Total Har. Sat Total
(Rp.) (Rp.) (Rp.) (Rp.)
PEKERJAAN PERSIAPAN
7,150.00 4,204,200.00 7,150.00 4,204,200.00 2.44%
45,760.00 5,125,120.00 387,807.48 43,434,437.20 25.19%
15,730.00 1,384,240.00 66,757.90 5,874,695.20 3.41%
10,713,560.00 53,513,332.40
PEKERJAAN TANAH
30,800.00 1,526,817.60 30,800.00 1,526,817.60 0.89%
30,800.00 813,120.00 30,800.00 813,120.00 0.47%
20,900.00 243,777.60 159,500.00 1,860,408.00 1.08%
38,500.00 449,064.00 38,500.00 449,064.00 0.26%
20,900.00 175,560.00 159,500.00 1,339,800.00 0.78%
38,500.00 323,400.00 38,500.00 323,400.00 0.19%
14,762.00 541,115.87 14,762.00 541,115.87 0.31%
38,500.00 1,411,256.00 38,500.00 1,411,256.00 0.82%
39,556.00 1,555,183.70 39,556.00 1,555,183.70 0.90%
7,039,294.77 9,820,165.17
PEKERJAAN BETON BERTULANG
PEKERJAAN BETON PLAT PONDASI
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78,276.00 4,565,056.32 120,938.12 7,053,111.13 4.09%
1095.6 390,503.61 13,569.60 4,836,598.96 2.80%
1095.6 762,768.77 13,569.60 9,447,304.79 5.48%
42,658.00 737,130.24 168,784.00 2,916,587.52 1.69%
139,150.00 721,353.60 1,239,334.28 6,424,708.89 3.73%
7,176,812.54 30,678,311.29
78,276.00 4,383,456.00 120,938.12 6,772,534.69 3.93%
42,658.00 3,071,376.00 183,799.00 13,233,528.00 7.67%
1,095.60 756,824.05 13,569.60 9,373,676.14 5.44%
1,095.60 278,590.26 13,569.60 3,450,491.46 2.00%
139,150.00 1,001,880.00 1,239,334.28 8,923,206.80 5.18%
9,492,126.31 41753437.0836
48,774.00 2,247,505.92 334,752.00 15,425,372.16 8.95%
1,095.60 802,147.92 13,569.60 9,935,036.92 5.76%
1,095.60 133,671.96 13,569.60 1,655,599.76 0.96%
139,150.00 641,203.20 1,239,334.28 5,710,852.35 3.31%
21,670.00 1,560,240.00 54,670.00 3,936,240.00 2.28%
5,384,769.01 36,663,101.19
PEKERJAAN AKHIR PROYEK
7,150.00 4,204,200.00 7,150.00 4,204,200.00 2.44%
39,806,562.63 172,428,347.13 100.00%
PPN 10% 17,242,834.713
TOTAL + PPN 10% 189,671,181.838
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TABEL KEBUTUHAN BAHAN TEORITIS
No. Deskripsi Pekerjaan Quantity Unit Bahan yang Dibutuhkan
1 PEKERJAAN PERSIAPAN
1.1 Pek. pembersihan lahan 588.000
1.2
112.000 m'
Dolken kayu Ø8 - 10/400 cm
Semen Portland
Seng Gelombang 3'' - 5''
Pasir Beton
Batu Pecah
Kayu Biasa 5/7
Paku Biasa 2'' - 5''
Meni Besi
1.3 Pek. pemasangan bouwplank
88.000 m'
Kayu Biasa 5/7
Paku Biasa 2'' - 5''
Papan Kayu 3/20
2 PEKERJAAN TANAH
2.1 Pek. Galian tanah pondasi 49.572
2.2 Pek. Galian tanah sloof 26.400
2.3 Pek. Urugan pasir bawah plat pondasi 11.664 Pasir urug
2.4 11.664
2.5 Pek. Urugan pasir bawah sloof 8.400 Pasir urug
2.6 Pek. Pemadatan pasir bawah sloof 8.400
2.7 Pek. Urugan kembali 36.656
2.8 Pek. Pemadatan tanah 36.656
2.9 Pek. Buang tanah sisa galian 39.316
m2
Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m
m3
m3
m3
Pek. Pemadatan pasir bawah plat pondasi m3
m3
m3
m3
m3
m3
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TABEL KEBUTUHAN BAHAN TEORITIS
Index SNI Unit Unit
PEKERJAAN PERSIAPAN
1.2500 batang 140.000 batang Rp30,000.00 Rp4,200,000.00
2.5000 kg 280.000 kg Rp1,500.00 Rp420,000.00
1.2000 lembar 134.400 lembar Rp68,000.00 Rp9,139,200.00
0.0050 m³ 0.560 m³ Rp201,000.00 Rp112,560.00
0.0090 m³ 1.008 m³ Rp300,000.00 Rp302,400.00
0.0720 m³ 8.064 m³ Rp2,200,000.00 Rp17,740,800.00
0.0600 kg 6.720 kg Rp14,000.00 Rp94,080.00
0.4500 liter 50.400 liter Rp23,000.00 Rp1,159,200.00
0.0120 m³ 1.056 m³ Rp2,200,000.00 Rp2,323,200.00
0.0200 kg 1.760 kg Rp14,000.00 Rp24,640.00
0.0070 m³ 0.616 m³ Rp2,500,000.00 Rp1,540,000.00
PEKERJAAN TANAH
1.2000m³
13.997m³
Rp100,000.00 Rp1,399,680.00
1.2000 m³ 10.080 m³ Rp100,000.00 Rp1,008,000.00
Kebutuhan Bahan
Teoritis
Harga Satuan Bahan (Rp.)
Harga Total Bahan (Rp.)
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ANALISA HARGA SATUAN PEKERJAAN
1 PEKERJAAN PERSIAPAN1.1 Pek. pembersihan lahan
1 m² Pembersihan LahanUpah Tenaga KerjaPekerja = 0.1000 OH xMandor = 0.0050 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m² Pembersihan Lahan
1.2 Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m1 m2 pagar sementara dari seng gelombang tinggi 2 mBahanDolken kayu Ø8 - 10/400 cm = 1.2500 batang xSemen Portland = 2.5000 kg xSeng selombang 3'' - 5'' = 1.2000 lembar xPasir beton = 0.0050 m³ xBatu Pecah = 0.0090 m³ xKayu Biasa 5/7 = 0.0720 m³ xPaku Biasa 2'' - 5'' = 0.0600 kg xMeni besi = 0.4500 liter xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
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Upah Tenaga KerjaPekerja = 0.4000 OH xTukang Kayu = 0.2000 OH xKepala Tukang = 0.0200 OH xMandor = 0.0200 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m2 pagar sementara dari seng gelombang tinggi 2 m
1.3 Pek. pemasangan bouwplank1 m' Pengukuran dan Pemasangan BouwplankBahanKayu Biasa 5/7 = 0.0120 m³ xPaku Biasa 2'' - 5'' = 0.0200 kg xPapan Kayu 3/20 = 0.0070 m³ xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
Upah Tenaga KerjaPekerja = 0.1000 OH xTukang Kayu = 0.1000 OH xKepala Tukang = 0.0100 OH xMandor = 0.0050 OH xDIRECT COST
Contigency 5%
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Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m' Pengukuran dan Pemasangan Bouwplank
2 PEKERJAAN TANAH2.1 Pek. Galian tanah pondasi
1 m³ Pekerjaan Galian Tanah Biasa sedalam 1mUpah Tenaga KerjaPekerja = 0.4000 OH xMandor = 0.0400 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m³ Pekerjaan Galian Tanah Biasa sedalam 1m
2.2 Pek. Galian tanah sloof( Lihat 2.1 )
2.3 Pek. Urugan pasir bawah plat pondasi
BahanPasir Urug = 1.2000 m³ xWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFIT
1 m³ Urugan Pasir
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Profit 10%
TOTAL COST WITH PROFIT
Upah Tenaga KerjaPekerja = 0.3000 OH xMandor = 0.0100 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m³ Urugan Pasir
2.4 Pek. Pemadatan pasir bawah plat pondasi
Upah Tenaga KerjaPekerja = 0.5000 OH xMandor = 0.0500 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m³ Pemadatan Tanah
2.5 Pek. Urugan pasir bawah sloof( Lihat 2.3 )
2.6 Pek. Pemadatan pasir bawah sloof( Lihat 2.4 )
2.7 Pek. Urugan kembali
Upah Tenaga KerjaPekerja = 0.1920 OH x
1 m³ Pemadatan Tanah
1 m³ Urugan Tanah Kembali
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Mandor = 0.0190 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m³ Urugan Tanah Kembali
2.8 Pek. Pemadatan tanah ( Lihat 2.4 )
2.9 Pek. Buang tanah sisa galian
Upah Tenaga KerjaPekerja = 0.5160 OH xMandor = 0.0500 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m³ Pembuangan Tanah sejauh 150 meter
3 PEKERJAAN BETON BERTULANG3.1 PELAT PONDASI
3.1.1 Pek. Pengecoran lantai kerja plat pondasi (1 PC : 3 PB : 5 BP)
BahanSemen Portland = 11.6060 kg xPasir beton = 0.0279 xBatu Pecah = 0.0464 xTOTALWaste 5%
1 m³ Pembuangan Tanah sejauh 150 meter
1 m² Membuat Lantai Kerja Beton Tumbuk(1 PC : 3 PB : 5 BP), tebal 5 cm
m³m³
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DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
Upah Tenaga KerjaPekerja = 1.1500 OH xTukang Kayu = 0.0200 OH xKepala Tukang = 0.0020 OH xMandor = 0.0060 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m² Membuat Lantai Kerja Beton Tumbuk(1 PC : 3 PB : 5 BP
3.1.2 Pek. Pembesian tulangan D13 plat pondasi1 kg Pembesian dengan besi ulir D13BahanBesi beton ulir D13 = 1.0500 kg xKawat beton = 0.0150 kg xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
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Upah Tenaga KerjaPekerja = 0.0070 OH xTukang Besi = 0.0070 OH xKepala Tukang = 0.0007 OH xMandor = 0.0003 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi ulir D13
3.1.3 Pek Pembesian tulangan D16 plat pondasi1 kg Pembesian dengan besi ulir D16BahanBesi beton ulir D16 = 1.0500 kg xKawat beton = 0.0150 kg xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
Upah Tenaga Kerja(Lihat Perhitungan 3.1.2)Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi ulir D16
3.1.4 Pek. Bekisting Plat Pondasi
BahanKayu Terentang = 0.0400 xPaku Biasa 2'' - 5'' = 0.3000 kg x
1 m² bekisting untuk pondasi
m³
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Minyak bekisting = 0.1000 liter xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
Upah Tenaga KerjaPekerja = 0.3000 OH xTukang Kayu = 0.2600 OH xKepala Tukang = 0.0260 OH xMandor = 0.0050 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m² bekisting untuk pondasi
3.1.5 Pek. Pengecoran Plat Pondasi (1 PC : 1.5 PB : 2,5 BP)1 m³ Membuat beton bertulang (1 PC : 1,5 PB : 2,5 BP)BahanSemen Portland = 406.8350 kg xPasir beton = 0.4880 xBatu Pecah = 0.8140 xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
m³m³
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TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
Upah Tenaga KerjaPekerja = 1.6500 OH xTukang Kayu = 0.2500 OH xKepala Tukang = 0.0250 OH xMandor = 0.0800 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m³ Membuat beton bertulang (1 PC : 1,5 PB : 2,5 BP)
3.2 PEKERJAAN SLOOF3.2.1 Pek. Pengecoran lantai kerja sloof (1 PC : 3 PB : 5 BP)
( Lihat 3.1.1 )
3.2.2 Pek. Bekisting Sloof1 m² bekisting untuk sloofBahanKayu terentang = 0.0450 m³ xPaku biasa 2'' - 5" = 0.3000 kg xMinyak bekisting = 0.1000 liter xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
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Upah Tenaga KerjaPekerja = 0.3000 OH xTukang Batu = 0.2600 OH xKepala Tukang = 0.0260 OH xMandor = 0.0050 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m² bekisting untuk sloof
3.2.3 Pek. Pembesian tulangan sloof D16( Lihat Perhitungan 3.1.3 )
3.2.4 Pek. Pembesian sengkang ø8( Lihat Perhitungan 3.2.3 )
3.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 BP)( Lihat 3.1.5 )
3.3 PEKERJAAN KOLOM3.3.1 Pek. Bekisting kolom
1 m² bekisting untuk kolomBahanKayu terentang = 0.0400 m³ xPaku biasa 2'' - 5" = 0.4000 kg xMinyak bekisting = 0.2000 liter xBalok kayu borneo = 0.0150 m³ xPlywood tebal 9 mm = 0.3500 lembar xDolken kayu galam Ø8 - 10/4 m = 2.0000 batang xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
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TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
Upah Tenaga KerjaPekerja = 0.3000 OH xTukang Kayu = 0.3300 OH xKepala Tukang = 0.0330 OH xMandor = 0.0060 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk 1 m² bekisting untuk kolom
3.3.2 Pek. Pembesian tulangan kolom D191 kg Pembesian dengan besi ulir D19BahanBesi beton ulir = 1.0500 kg xKawat beton = 0.0150 kg xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
Upah Tenaga Kerja(Lihat Perhitungan 3.1.2)Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi ulir D19
3.3.3 Pek. Pembesian tulangan sengkang ø8
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1 kg Pembesian dengan besi polos ø8BahanBesi beton polos = 1.0500 kg xKawat beton = 0.0150 kg xTOTALWaste 5%
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
Upah Tenaga Kerja(Lihat Perhitungan 3.1.2)Harga Satuan Pekerjaan untuk 1 kg Pembesian dengan besi polos ø8
3.3.4 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 BP)( Lihat Perhitungan 3.1.5 )
3.3.5 Pek. Pemasangan Angker ø19mm ( L = 700mm)Pasang 1 Angker Ø 19 (L = 700 mm)BahanAngker = 1.0000 bh xTOTAL
DIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFIT
Upah Tenaga KerjaTukang Besi = 0.0100 OH xTukang Las = 0.2000 OH x
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Mandor = 0.0500 OH xDIRECT COST
Contigency 5%Overhead 5%INDIRECT COST
TOTAL COST BEFORE PROFITProfit 10%
TOTAL COST WITH PROFITHarga Satuan Pekerjaan untuk Pasang 1 Angker Ø 19 (L = 700 mm)
4. PEKERJAAN AKHIR PROYEK4.1 Pek. Pembersihan lahan akhir
( Lihat I.1 )
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ANALISA HARGA SATUAN PEKERJAAN
Pek. pembersihan lahan
Rp 60,000.00 = Rp 6,000.00 Rp 100,000.00 = Rp 500.00
= Rp 6,500.00
= Rp 325.00 = Rp 325.00 = Rp 650.00
= Rp 7,150.00 = Rp 715.00
= Rp 7,865.00 Harga Satuan Pekerjaan untuk 1 m² Pembersihan Lahan = Rp 7,865.00
Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m
Rp 30,000.00 = Rp 37,500.00 Rp 1,500.00 = Rp 3,750.00 Rp 68,000.00 = Rp 81,600.00 Rp 201,000.00 = Rp 1,005.00 Rp 300,000.00 = Rp 2,700.00 Rp 2,200,000.00 = Rp 158,400.00 Rp 14,000.00 = Rp 840.00 Rp 23,000.00 = Rp 10,350.00
= Rp 296,145.00 = Rp 14,807.25
= Rp 310,952.25
= Rp 15,547.61 = Rp 15,547.61 = Rp 31,095.23
= Rp 342,047.48 = Rp 34,204.75
= Rp 376,252.22
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Rp 60,000.00 = Rp 24,000.00 Rp 70,000.00 = Rp 14,000.00 Rp 80,000.00 = Rp 1,600.00 Rp 100,000.00 = Rp 2,000.00
= Rp 41,600.00
= Rp 2,080.00 = Rp 2,080.00 = Rp 4,160.00
= Rp 45,760.00 = Rp 4,576.00
= Rp 50,336.00 Harga Satuan Pekerjaan untuk 1 m2 pagar sementara dari seng gelombang tinggi 2 m = Rp 426,588.22
Rp 2,200,000.00 = Rp 26,400.00 Rp 14,000.00 = Rp 280.00 Rp 2,500,000.00 = Rp 17,500.00
= Rp 44,180.00 = Rp 2,209.00
= Rp 46,389.00
= Rp 2,319.45 = Rp 2,319.45 = Rp 4,638.90
= Rp 51,027.90 = Rp 5,102.79
= Rp 56,130.69
Rp 60,000.00 = Rp 6,000.00 Rp 70,000.00 = Rp 7,000.00 Rp 80,000.00 = Rp 800.00 Rp 100,000.00 = Rp 500.00
= Rp 14,300.00
= Rp 715.00
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= Rp 715.00 = Rp 1,430.00
= Rp 15,730.00 = Rp 1,573.00
= Rp 17,303.00 Harga Satuan Pekerjaan untuk 1 m' Pengukuran dan Pemasangan Bouwplank = Rp 73,433.69
PEKERJAAN TANAH
Rp 60,000.00 = Rp 24,000.00 Rp 100,000.00 = Rp 4,000.00
= Rp 28,000.00
= Rp 1,400.00 = Rp 1,400.00 = Rp 2,800.00
= Rp 30,800.00 = Rp 3,080.00
= Rp 33,880.00 Harga Satuan Pekerjaan untuk 1 m³ Pekerjaan Galian Tanah Biasa sedalam 1m = Rp 33,880.00
Pek. Galian tanah sloof = Rp 33,880.00
Rp 100,000.00 = Rp 120,000.00 = Rp 6,000.00
= Rp 126,000.00
= Rp 6,300.00 = Rp 6,300.00 = Rp 12,600.00
= Rp 138,600.00
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= Rp 13,860.00
= Rp 152,460.00
Rp 60,000.00 = Rp 18,000.00 Rp 100,000.00 = Rp 1,000.00
= Rp 19,000.00
= Rp 950.00 = Rp 950.00 = Rp 1,900.00
= Rp 20,900.00 = Rp 2,090.00
= Rp 22,990.00 = Rp 175,450.00
Rp 60,000.00 = Rp 30,000.00 Rp 100,000.00 = Rp 5,000.00
= Rp 35,000.00
= Rp 1,750.00 = Rp 1,750.00 = Rp 3,500.00
= Rp 38,500.00 = Rp 3,850.00
= Rp 42,350.00 = Rp 42,350.00
Pek. Urugan pasir bawah sloof = Rp 175,450.00
Pek. Pemadatan pasir bawah sloof = Rp 42,350.00
Rp 60,000.00 = Rp 11,520.00
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Rp 100,000.00 = Rp 1,900.00 = Rp 13,420.00
= Rp 671.00 = Rp 671.00 = Rp 1,342.00
= Rp 14,762.00 = Rp 1,476.20
= Rp 16,238.20 = Rp 16,238.20
Pek. Pemadatan tanah = Rp 42,350.00
Rp 60,000.00 = Rp 30,960.00 Rp 100,000.00 = Rp 5,000.00
= Rp 35,960.00
= Rp 1,798.00 = Rp 1,798.00 = Rp 3,596.00
= Rp 39,556.00 = Rp 3,955.60
= Rp 43,511.60 Harga Satuan Pekerjaan untuk 1 m³ Pembuangan Tanah sejauh 150 meter = Rp 43,511.60
PEKERJAAN BETON BERTULANGPELAT PONDASIPek. Pengecoran lantai kerja plat pondasi (1 PC : 3 PB : 5 BP)
Rp 1,500.00 = Rp 17,409.00 Rp 201,000.00 = Rp 5,607.90 Rp 300,000.00 = Rp 13,920.00
= Rp 36,936.90 = Rp 1,846.85
Lantai Kerja Beton Tumbuk(1 PC : 3 PB : 5 BP), tebal 5 cm
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= Rp 38,783.75
= Rp 1,939.19 = Rp 1,939.19 = Rp 3,878.37
= Rp 42,662.12 = Rp 4,266.21
= Rp 46,928.33
Rp 60,000.00 = Rp 69,000.00 Rp 70,000.00 = Rp 1,400.00 Rp 80,000.00 = Rp 160.00 Rp 100,000.00 = Rp 600.00
= Rp 71,160.00
= Rp 3,558.00 = Rp 3,558.00 = Rp 7,116.00
= Rp 78,276.00 = Rp 7,827.60 = Rp 86,103.60
Harga Satuan Pekerjaan untuk 1 m² Membuat Lantai Kerja Beton Tumbuk(1 PC : 3 PB : 5 BP= Rp 133,031.93
Pek. Pembesian tulangan D13 plat pondasi
Rp 10,000.00 = Rp 10,500.00 Rp 20,000.00 = Rp 300.00
= Rp 10,800.00 = Rp 540.00
= Rp 11,340.00
= Rp 567.00 = Rp 567.00 = Rp 1,134.00
= Rp 12,474.00 = Rp 1,247.40
= Rp 13,721.40
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Rp 60,000.00 = Rp 420.00 Rp 70,000.00 = Rp 490.00 Rp 80,000.00 = Rp 56.00 Rp 100,000.00 = Rp 30.00
= Rp 996.00
= Rp 49.80 = Rp 49.80 = Rp 99.60
= Rp 1,095.60 = Rp 109.56
= Rp 1,205.16 = Rp 14,926.56
Pek Pembesian tulangan D16 plat pondasi
Rp 10,000.00 = Rp 10,500.00 Rp 20,000.00 = Rp 300.00
= Rp 10,800.00 = Rp 540.00
= Rp 11,340.00
= Rp 567.00 = Rp 567.00 = Rp 1,134.00
= Rp 12,474.00 = Rp 1,247.40
= Rp 13,721.40
= Rp 1,205.16
= Rp 14,926.56
Pek. Bekisting Plat Pondasi
Rp 2,600,000.00 = Rp 104,000.00 Rp 14,000.00 = Rp 4,200.00
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Rp 10,000.00 = Rp 1,000.00 = Rp 109,200.00 = Rp 5,460.00
= Rp 114,660.00
= Rp 5,733.00 = Rp 5,733.00 = Rp 11,466.00
= Rp 126,126.00 = Rp 12,612.60
= Rp 138,738.60
Rp 60,000.00 = Rp 18,000.00 Rp 70,000.00 = Rp 18,200.00 Rp 80,000.00 = Rp 2,080.00 Rp 100,000.00 = Rp 500.00
= Rp 38,780.00
= Rp 1,939.00 = Rp 1,939.00 = Rp 3,878.00
= Rp 42,658.00 = Rp 4,265.80
= Rp 46,923.80 = Rp 185,662.40
Pek. Pengecoran Plat Pondasi (1 PC : 1.5 PB : 2,5 BP)
Rp 1,500.00 = Rp 610,252.50 Rp 201,000.00 = Rp 98,088.00 Rp 300,000.00 = Rp 244,200.00
= Rp 952,540.50 = Rp 47,627.03
= Rp 1,000,167.53
= Rp 50,008.38 = Rp 50,008.38 = Rp 100,016.75
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= Rp 1,100,184.28 = Rp 110,018.43
= Rp 1,210,202.71
Rp 60,000.00 = Rp 99,000.00 Rp 70,000.00 = Rp 17,500.00 Rp 80,000.00 = Rp 2,000.00 Rp 100,000.00 = Rp 8,000.00
= Rp 126,500.00
= Rp 6,325.00 = Rp 6,325.00 = Rp 12,650.00
= Rp 139,150.00 = Rp 13,915.00
= Rp 153,065.00 Harga Satuan Pekerjaan untuk 1 m³ Membuat beton bertulang (1 PC : 1,5 PB : 2,5 BP) = Rp 1,363,267.71
Pek. Pengecoran lantai kerja sloof (1 PC : 3 PB : 5 BP) = Rp 133,031.93
Rp 2,600,000.00 = Rp 117,000.00 Rp 14,000.00 = Rp 4,200.00 Rp 10,000.00 = Rp 1,000.00
= Rp 122,200.00 = Rp 6,110.00
= Rp 128,310.00
= Rp 6,415.50 = Rp 6,415.50 = Rp 12,831.00
= Rp 141,141.00 = Rp 14,114.10
= Rp 155,255.10
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Rp 60,000.00 = Rp 18,000.00 Rp 70,000.00 = Rp 18,200.00 Rp 80,000.00 = Rp 2,080.00 Rp 100,000.00 = Rp 500.00
= Rp 38,780.00
= Rp 1,939.00 = Rp 1,939.00 = Rp 3,878.00
= Rp 42,658.00 = Rp 4,265.80
= Rp 46,923.80 = Rp 202,178.90
= Rp 14,926.56
= Rp 14,926.56
= Rp 1,363,267.71
Rp 2,600,000.00 = Rp 104,000.00 Rp 14,000.00 = Rp 5,600.00 Rp 10,000.00 = Rp 2,000.00 Rp 2,500,000.00 = Rp 37,500.00 Rp 110,000.00 = Rp 38,500.00 Rp 30,000.00 = Rp 60,000.00
= Rp 247,600.00 = Rp 12,380.00
= Rp 259,980.00
= Rp 12,999.00 = Rp 12,999.00 = Rp 25,998.00
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= Rp 285,978.00 = Rp 28,597.80
= Rp 314,575.80
Rp 60,000.00 = Rp 18,000.00 Rp 70,000.00 = Rp 23,100.00 Rp 80,000.00 = Rp 2,640.00 Rp 100,000.00 = Rp 600.00
= Rp 44,340.00
= Rp 2,217.00 = Rp 2,217.00 = Rp 4,434.00
= Rp 48,774.00 = Rp 4,877.40
= Rp 53,651.40 = Rp 368,227.20
Rp 10,000.00 = Rp 10,500.00 Rp 20,000.00 = Rp 300.00
= Rp 10,800.00 = Rp 540.00
= Rp 11,340.00
= Rp 567.00 = Rp 567.00 = Rp 1,134.00
= Rp 12,474.00 = Rp 1,247.40
= Rp 13,721.40
= Rp 1,205.16
= Rp 14,926.56
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Rp 10,000.00 = Rp 10,500.00 Rp 20,000.00 = Rp 300.00
= Rp 10,800.00 = Rp 540.00
= Rp 11,340.00
= Rp 567.00 = Rp 567.00 = Rp 1,134.00
= Rp 12,474.00 = Rp 1,247.40
= Rp 13,721.40
= Rp 1,205.16
= Rp 14,926.56
= Rp 1,363,267.71
Rp 30,000.00 = Rp 30,000.00 = Rp 30,000.00
= Rp 30,000.00
= Rp 1,500.00 = Rp 1,500.00 = Rp 3,000.00
= Rp 33,000.00 = Rp 3,300.00
= Rp 36,300.00
Rp 70,000.00 = Rp 700.00 Rp 70,000.00 = Rp 14,000.00
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Rp 100,000.00 = Rp 5,000.00 = Rp 19,700.00
= Rp 985.00 = Rp 985.00 = Rp 1,970.00
= Rp 21,670.00 = Rp 2,167.00
= Rp 23,837.00 = Rp 60,137.00
= Rp 7,865.00
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Keterangan Unit HargaDolken kayu Ø8 - 10/400Batang Rp 30,000.00 Semen Portland kg Rp 1,500.00 Seng selombang 3'' - 5'' lembar Rp 68,000.00
Pasir beton m³ Rp 201,000.00 Batu Pecah m³ Rp 300,000.00 Kayu Biasa 5/7 m³ Rp 2,200,000.00 Paku Biasa 2'' - 5'' kg Rp 14,000.00 Meni besi liter Rp 23,000.00 Papan Kayu 3/20 m³ Rp 2,500,000.00 Pasir Urug m³ Rp 100,000.00 besi beton polos kg Rp 10,000.00 besi beton ulir kg Rp 10,000.00 kawat beton kg Rp 20,000.00 kayu terentang m³ Rp 2,600,000.00 minyak bekisting liter Rp 10,000.00 balok kayu borneo m³ Rp 2,500,000.00 plywood tebal 9mm lembar Rp 110,000.00 Besi Beton ø8 kg Rp 10,000.00 angker bh Rp 30,000.00
Tukang Las Rp 70,000.00 Tukang Besi Rp 70,000.00 Tukang Batu Rp 70,000.00 Tukang Kayu Rp 70,000.00 Pekerja Rp 60,000.00 Kepala Tukang Rp 80,000.00 Mandor Rp 100,000.00
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DAFTAR JENIS BAHAN
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 Gelombang 3'' - 5''Pasir BetonBatu PecahKayu 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 TANAH2.1 Pek. Galian tanah pondasi2.2 Pek. Galian tanah sloof2.3 Pek. Urugan pasir bawah plat pondasiPasir urug2.4 Pek. Pemadatan pasir bawah plat pondasi2.5 Pek. Urugan pasir bawah sloof Pasir urug2.6 Pek. Pemadatan pasir bawah sloof2.7 Pek. Urugan kembali2.8 Pek. Pemadatan tanah 2.9 Pek. Buang tanah sisa galian3 PEKERJAAN BETON BERTULANG
3.1 PEKERJAAN BETON PLAT PONDASI
3.1.1Semen PortlandPasir BetonBatu Pecah
3.1.2Besi Beton Ulir D13Kawat Beton
3.1.3Besi Beton Ulir D16Kawat Beton
3.1.4 Pek. Bekisting Plat PondasiKayu TerentangPaku Biasa 2'' - 5''Minyak Bekisting
3.1.5Semen PortlandPasir betonBatu Pecah
3.2 PEKERJAAN BETON SLOOF
3.2.1Semen PortlandPasir BetonBatu Pecah
3.2.2 Pek. Bekisting sloofKayu Terentang
Pek. Pengecoran lantai kerja plat pondasi (1 PC : 3 PB : 5 BP)
Pek. Pembesian tulangan D13 plat pondasi
Pek Pembesian tulangan D16 plat pondasi
Pek. Pengecoran Plat Pondasi (1 PC : 1.5 PB : 2,5 BP)
Pek. Pengecoran lantai kerja sloof (1 PC : 3 PB : 5 BP)
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3.2.2 Pek. Bekisting sloof Paku Biasa 2'' - 5''Minyak Bekisting
3.2.3 Pek. Pembesian tulangan sloof D16Besi Beton Ulir D16Kawat Beton
3.2.4 Pek. Pembesian sengkang ø8Besi Beton ø8Kawat Beton
3.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB Semen PortlandPasir BetonBatu Pecah
3.3 PEKERJAAN BETON KOLOM
3.3.1 Pek. Bekisting kolom
Kayu TerentangPaku Biasa 2'' - 5''Minyak BekistingBalok Kayu BorneoPlywood tebal 9 mmDolken kayu Ø8 - 10/4 m
3.3.2 Pek. Pembesian tulangan kolom D19Besi Beton Ulir D19Kawat Beton
3.3.3 Pek. Pembesian tulangan sengkang øBesi Beton ø8Kawat Beton
3.3.4 Pek. Pengecoran kolom (1 PC : 1,5 PBSemen PortlandPasir BetonBatu Pecah
3.3.5Angker ø19
4 PEKERJAAN AKHIR PROYEK4.1 Pek. Pembersihan lahan akhir
Pek. Pemasangan Angker ø19mm ( L = mm)
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URUTAN PEKERJAAN
No. Deskripsi Pekerjaan Urutan1 PEKERJAAN PERSIAPAN
1.1 Pek. pembersihan lahan 11.2 Pek. pembuatan pagar sementara dari seng gelombang tinggi 2m 31.3 Pek. pemasangan bouwplank 2
2 PEKERJAAN TANAH2.1 Pek. Galian tanah pondasi 42.2 Pek. Galian tanah sloof 52.3 Pek. Urugan pasir bawah plat pondasi 62.4 Pek. Pemadatan pasir bawah plat pondasi 62.5 Pek. Urugan pasir bawah sloof 122.6 Pek. Pemadatan pasir bawah sloof 122.7 Pek. Urugan kembali 202.8 Pek. Pemadatan tanah 202.9 Pek. Buang tanah sisa galian 21
3 PEKERJAAN BETON BERTULANG3.1 PEKERJAAN BETON PLAT PONDASI
3.1.1 Pek. Pengecoran lantai kerja plat pondasi (1 PC : 3 PB : 5 BP) 73.1.2 Pek. Pembesian tulangan D13 plat pondasi 93.1.3 Pek Pembesian tulangan D16 plat pondasi 93.1.4 Pek. Bekisting Plat Pondasi 83.1.5 Pek. Pengecoran Plat Pondasi (1 PC : 1.5 PB : 2,5 BP) 113.2 PEKERJAAN BETON SLOOF
3.2.1 Pek. Pengecoran lantai kerja sloof (1 PC : 3 PB : 5 BP) 133.2.2 Pek. Bekisting sloof 153.2.3 Pek. Pembesian tulangan sloof D16 143.2.4 Pek. Pembesian sengkang ø8 143.2.5 Pek. Pengecoran sloof (1 PC : 1,5 PB : 2,5 BP) 163.3 PEKERJAAN BETON KOLOM
3.3.1 Pek. Bekisting kolom 173.3.2 Pek. Pembesian tulangan kolom D19 103.3.3 Pek. Pembesian tulangan sengkang ø8 103.3.4 Pek. Pengecoran kolom (1 PC : 1,5 PB : 2,5 BP) 193.3.5 Pek. Pemasangan Angker ø19mm ( L = mm) 18
4 PEKERJAAN AKHIR PROYEK4.1 Pek. Pembersihan lahan akhir 22
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Bar Bending Schedule
No Kode Pola PenulanganØ D L N g W
(mm) (mm) (bh) (kg/m') (kg)
1 Tulangan Atas D 13 1276 126 1.04 167.21Plat Pondasi
2 Tulangan Bawah D 16 1312 162 1.58 335.82Plat Pondasi
3 Tulangan Sloof D 16 9280 32 1.58 468.60(Bentang 8 meter)
Tulangan Sloof D16 5280 36 1.58 299.95(Bentang 4 meter)
4 Sengkang Sloof Ø 8 1030 625 0.40 254.28
5 Tulangan Kolom D19 D 19 2453 144 2.23 787.71
6 Sengkang Kolom Ø 8 1430 216 0.40 122.01
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