Work Description : Pembersihan dan striping/kosrekan
Unit : m²
NO. Desciption Unit Quantity PriceUnit Summary
(Rp.)
A. Labour
1. Pekerja Harian Hari 0.0082 11.428.57 93.65
93.65 B. Material
0.00 C. Equipment
1 Excavator Hour 0.0041 440.000.00 1.802.69
2 Dump Truk Hour 0.0082 92.000.00 753.85
,
2.556.54
D 2.556.54
E Overhead Profit 10% 255.65
F 2.812.19
Summary Labour
Summary Material
Summary Equipment Total Summary
Total Summary
Work Description : Galian tanah biasa dengan alat di buang dengan jarak angkut sd. 0.5 km termasuk merata
Unit : m³
NO. Desciption Unit Quantity PriceUnit Summary
(Rp.)
A. Labour
1. Pekerja Harian Jam 0.0356 11.428.57 406.62
406.62 B. Material
0.00 C. Equipment
1 Excavator Hour 0.0267 440.000.00 11.741.16
2 Dump Truk Hour 0.0534 92.000.00 4.909.94
3 Buldozer D4 Hour 0.0089 525.000.00 4.669.78
6 Alat Bantu Ls 1.0000 1.000.00 1.000.00
,
22.320.88
D 22.727.50
E Overhead Profit 10% 2.272.75
F 25.000.25
Summary Material
Summary Equipment Total Summary
Total Summary
Summary Labour
Work Description : Galian lumpur sedalam < 1 m, termasuk pembuangan hasil galian dengan jarak angkut s.d
Unit : m3
NO. Desciption Unit Quantity PriceUnit Summary
(Rp.)
A. Labour
1. Pekerja Harian Jam 0.1113 11.428.57 1.271.82
1.271.82 B. Material
0.00 C. Equipment
1 Excavator Hour 0.0556 440.000.00 24.482.53
2 Dump Truk Hour 0.1113 92.000.00 10.238.15
3 Buldozer D4 Hour 0.0185 525.000.00 9.737.37
4 Vibro Roller Hour 0.0093 311.000.00 2.884.12
5 Alat Bantu Ls 1.0000 1.000.00 1.000.00
,
48.342.16
D 49.613.98
E Overhead Profit 10% 4.961.40
Summary Labour
Summary Material
Summary Equipment Total Summary
Work Description : Timbunan tanah atau urugan tanah random termasuk perataan dan perapihan (manual)
Unit : m3
NO. Desciption Unit Quantity PriceUnit Summary
(Rp.)
A. Labour
1. Pekerja Harian Jam 0.1198 11.428.57 1.368.69
1.368.69 B. Material
0.00 C. Equipment
1 Excavator Hour 0.0399 440.000.00 17.564.87
2 Dump Truk Hour 0.0798 92.000.00 7.345.31
3 D4 Hour 0.0200 525.000.00 10.479.04
4 Water Tank Hour 0.0200 106.000.00 2.115.77
5 Vibro Roller Hour 0.0200 311.000.00 6.207.58
6 Alat Bantu Ls 1.0000 1.000.00 1.000.00
,
44.712.57
D 46.081.27
E Overhead Profit 10% 4.608.13
Summary Labour
Summary Material
Summary Equipment Total Summary
Work Description : Bongkar pasangan batu
Unit : M3
NO. Desciption Unit Quantity PriceUnit Summary
(Rp.)
A. Labour
1 Upah Borong Kerja M3 1.0000 50.000.00 50.000.00
50.000.00 B. Material
0.00 C. Equipment
1. Alat Bantu Ls 1.0000 1.000.00 1.000.00
2 Jack Hammer Hour 0.1000 100.000.00 10.000.00
3 Compressor Hour 0.1000 100.000.00 10.000.00
,
21.000.00
D 71.000.00
E Overhead Profit 10% 7.100.00
F Total Summary 78.100.00
Summary Labour
Summary Material
Summary Equipment Total Summary
Work Description :
Unit : m³
NO. Desciption Unit Quantity PriceUnit Summary
(Rp.)
A. Labour
1 Upah Menurunkan Pcs 1.1710 10.000.00 11.709.60
2 Upah Pemasangan Pcs 1.1710 175.000.00 204.918.03
216.627.63 B. Material
1 Beton Precast type 1 Pcs 1.1710 2.266.000.00 2.653.395.78
2 Semen Kg 10.0000 1.200.00 12.000.00
3 Pasir Halus M3 0.0500 160.000.00 8.000.00
2.673.395.78 C. Equipment
1 PC 200 Penurunan Hour 0.3903 440.000.00 171.740.83
2 PC 200 Pemasangan Hour 1.1710 440.000.00 515.222.48
3 Alat Bantu & Dewatering Ls 1.0000 9.400.00 9.400.00
,
696.363.31
D 3.586.386.73
E Overhead ProfitTotal Summary 10% 358.638.67
Summary Labour
Summary Material
Summary Equipment
Pengadaan dan Pemasangan Beton precast (K-225) - Type 1 - (Dimensi 2.5 m x 2.4 m / type 1 ruas STA 0 - BB.1)
Work Description :
Unit : m³
NO. Desciption Unit Quantity PriceUnit Summary
(Rp.)
A. Labour
1 Upah Borong M3 1.0000 100.000.00 100.000.00
2 Upah Begisting M2 10.0000 15.000.00 150.000.00
250.000.00 B. Material
1 Beton K 100 M3 1.0300 750.000.00 772.500.00
2 Begisting M2 10.0000 24.500.00 245.000.00
1.017.500.00 C. Equipment
1. Alat Bantu Ls 1.0000 3.700.00 3.700.00
,
3.700.00
D 1.271.200.00
E Overhead Profit 10% 127.120.00
F 1.398.320.00
Beton untuk lantai kerja (bedding) K-100
Summary Labour
Summary Material
Summary Equipment Total Summary
Total Summary
