Rab Sumur 566r4e
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RENCANA ANGGARAN BIAYA SUMUR RESAPAN UNTUK PERUMAHAN PEKERJAAN VOLUME SAT HARGA SATUAN
No I Persiapan I.1 Pembersihan
JUMLAH
1
m2
12,000.00
12,000.00 12,000.00
3.49 0.36 0.89
m3 m3 m3
54,720.00 54,720.00 23,760.00
190,972.80 19,699.20 21,146.40 231,818.40
III Pekerjaan Sumur Resapan III.1 Buis Beton uk 1.00 x 1.50m III.2 Plat Beton ul 1.05 x 1.05 x 0.1m III.3 Batu Koral
3.00 1 0.785
m2 Unit m3
175,000.00 571,765.32 250,000.00
525,000.00 571,765.32 196,250.00
III.4 Pemasangan Ijuk
0.785
m2
100,800.00
79,128.00 1,372,143.32
8
m
122,587.50
980,700.00 980,700.00
Total II Pekerjaan Tanah II.1 Galian Tanah Sumur II.2 Galian Saluran Air Hujan II.3 Urugan Tanah Kembali Total
Total IV Pekerjaan Perpipaan 4.a Pengadaan dan Pemasangan Pipa PVC Total
Rekapitulasi PPn 10% Total Pembulatan
2,596,661.72 259,666.17 2,856,327.89 2,850,000.00
RENCANA ANGGARAN BIAYA SUMUR RESAPAN UNTUK JALAN RAYA/TAMAN No
PEKERJAAN
VOLUME
I Persiapan I.1 Pembersihan
SAT
HRG SATUAN
6.76 m2
12,000.00
81,120.00 81,120.00
3.19 m3 0.94 m3
54,720.00 23,760.00
174,556.80 22,334.40 196,891.20
3 bh 1 Unit 0.785 m3 1.81 m2
175,000.00 1,206,399.29 250,000.00 100,800.00
525,000.00 1,206,399.29 196,250.00 182,448.00 2,110,097.29
Total II Pekerjaan Tanah II.1 Galian Tanah II.2 Urugan Tanah Kembali Total III Pekerjaan Sumur Resapan III.1 Buis Beton uk 1.00 x 1.50m III.2 Tutup Plat Beton III.3 Batu koral III.4 Pemasangan Ijuk Total
Rekapitulasi PPn 10% Total Pembulatan
JUMLAH
2,388,108.49 238,810.85 2,626,919.34 2,620,000.00
DAFTAR HARGA SATUAN UPAH DAN BAHAN TAHUN 2015 1. Pembersihan Lapangan
m2
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Tenaga Kerja Pekerja Mandor
HAR.SAT SUB. JUMLAH 5
6
0.1
org/hr
60,000.00
6,000.00
0.05
org/hr
120,000.00
6,000.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 2. Pengukuran dan Bouwplank
m'
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Kayu Balok 5/7 Paku Papan Kayu Lokal Tenaga Kerja Pekerja Tukang kayu Kepala Tukang Mandor
0.014 0.02 0.007
m3 Kg m3
0.1 0.1 0.01 0.005
HARSAT SUB. JUMLAH 5
6
3,000,000.00 15,000.00 3,150,000.00
42,000.00 300.00 22,050.00
org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00
6,000.00 9,000.00 1,050.00
org/hr
120,000.00
600.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 3. Galian Tanah Biasa
m3
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Tenaga Kerja Pekerja Mandor
HARSAT SUB. JUMLAH 5
6
0.76
org/hr
60,000.00
45,600.00
0.076
org/hr
120,000.00
9,120.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 4. Urugan Kembali Galian Tanah
m3
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Tenaga Kerja Pekerja Mandor
HARSAT SUB. JUMLAH 5
6
0.33
org/hr
60,000.00
19,800.00
0.033
org/hr
120,000.00
3,960.00
Jumlah : Overhead + Profit 10% : Jumlah & pembulatan : 5. Pasangan 1/2 Bata Bata Merah 1:4 KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
HARSAT SUB. JUMLAH 5
6
Bahan Bata Merah kelas 1 PC PP
70 11.5 0.043
Buah kg m3
750 1,200.00 150,000.00
52,500.00 13,800.00 6,450.00
Tenaga Kerja Pekerja Tukang Batu Kepala Tukang Mandor
0.3 0.1 0.01 0.015
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
18,000.00 9,000.00 1,050.00 1,800.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 6. Pasangan 1/2 Bata Bata Merah 1:4 KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
HARSAT SUB. JUMLAH 5
6
Bahan Batu Belah 15 cm / 20 cm Pasir urug
1.2 0.432
m3 m3
200,000.00 120,000.00
240,000.00 51,840.00
Tenaga Kerja Pekerja Tukang Batu Kepala Tukang Mandor
0.78 0.39 0.039 0.039
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
46,800.00 35,100.00 4,095.00 4,680.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 7. Plat Beton
unit
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Beton K-300
0.408
m3
HARSAT SUB. JUMLAH 5 828,814.29
6 338,156.23
Besi
20.375
kg
9,084.00
185,086.50
2.795
m2
244,600.00
683,657.00
Bekiting
Jumlah : Overhead + Profit 10% : Jumlah & pembulatan : 8. Beton K-300
m3
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Portland Cement Pasir Beton Kerikil (maksimum 30 mm) Air
HARSAT SUB. JUMLAH 5
6
413 681 1,021.00 215
kg kg kg Liter
1,200.00 107.14 100 100
495,600.00 72,962.34 102,100.00 21,500.00
1.65 0.275 0.028 0.083
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
99,000.00 24,750.00 2,940.00 9,960.00
Tenaga Kerja Pekerja Tukang Batu Kepala Tukang Mandor
Jumlah : Overhead + Profit 10% : Jumlah & pembulatan : 9. Pembesia 10kg KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
5
10.5 0.15
kg kg
7,250.00 20,000.00
76,125.00 3,000.00
0.07 0.07 0.007 0.004
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
4,200.00 6,300.00 735.00 480.00
Bahan Besi Beton (Polos/Ulir) Kawat Beton Tenaga Kerja Pekerja Tukang Besi Kepala Tukang Mandor
HARSAT SUB. JUMLAH 6
Jumlah : Overhead + Profit 10% : Tiap 10 kg & pembulatan : Tiap 1 kg 10. Bekisting
m2
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Kayu Kelas III Paku Minyak Bekisting Balok Kayu Kelas II Plywood Tebal 15 Dolken Kayu
0.02 0.4 0.2 0.008 0.175 3
m3 kg ltr m3 lbr btg
Tenaga Kerja Pekerja Tukang Kayu Kepala Tukang Mandor
0.66 0.33 0.033 0.033
org/hr org/hr org/hr org/hr
HARSAT SUB. JUMLAH 5
6
2,500,000.00 15,000.00 10,000.00 3,150,000.00 150,000.00 20,000.00
50,000.00 6,000.00 2,000.00 25,200.00 26,250.00 60,000.00
60,000.00 90,000.00 105,000.00 120,000.00
39,600.00 29,700.00 3,465.00 3,960.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 11. Urugan Kerikil
m3
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Kerikil Tenaga Kerja Pekerja Mandor
HARSAT SUB. JUMLAH 5
6
1.2
m3
180,000.00
216,000.00
0.3 0.01
org/hr org/hr
60,000.00 120,000.00
18,000.00 1,200.00 Jumlah :
Overhead + Profit 10% : Tiap 10 kg & pembulatan : 12. Plesteran 1:4 tebal 15mm
m2
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Portland Cement Pasir Pasang Tenaga Kerja Pekerja Tukang Batu
HARSAT SUB. JUMLAH 5
6
6.24 0.024
kg m3
1,200.00 150,000.00
7,488.00 3,600.00
0.3 0.15
org/hr org/hr
60,000.00 90,000.00
18,000.00 13,500.00
Kepala Tukang Mandor
0.015 0.015
org/hr org/hr
105,000.00 120,000.00
1,575.00 1,800.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 13. Ijuk tebal 10cm
m2
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
5
kg
90,000.00
90,000.00
org/hr org/hr
60,000.00 120,000.00
9,000.00 1,800.00
Bahan Ijuk
1
Tenaga Kerja Pekerja Mandor
0.15 0.015
HARSAT SUB. JUMLAH 6
Jumlah : Overhead + Profit 10% : Tiap 10 kg & pembulatan : 14. Pipa PVC Tipe AW 4"
m'
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
5
m' Ls
64,000.00 26,880.00
76,800.00 26,880.00
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
4,860.00 12,150.00 1,470.00 480.00
Bahan Pipa PVC Ø 4" Perlengkapan 35% Harga Pipa Tenaga Kerja Pekerja Tukang Pipa Kepala Tukang Mandor
1.2 1
0.081 0.135 0.014 0.004
HARSAT SUB. JUMLAH 6
Jumlah : Overhead + Profit 10% : Jumlah & pembulatan :
UN 2015 JUMLAH 7
12,000.00 12,000.00
JUMLAH 7 64,350.00
16,650.00
81,000.00 81,000.00
JUMLAH 7
54,720.00 54,720.00
JUMLAH 7
23,760.00 23,760.00
JUMLAH 7 72,750.00
29,850.00
102,600.00 102,600.00
JUMLAH 7 291,840.00
90,675.00
382,515.00 382,515.00
JUMLAH 7
1,206,899.73 1,206,899.73
JUMLAH 7 692,162.34
136,650.00
828,812.34 828,812.34
JUMLAH 7 79,125.00
11,715.00
90,840.00 90,840.00 9,084.00
JUMLAH 7 169,450.00
76,725.00
246,175.00 246,175.00
JUMLAH 7 216,000.00
19,200.00
235,200.00 235,200.00
JUMLAH 7 11,088.00
34,875.00
45,963.00 45,963.00
JUMLAH 7 90,000.00
10,800.00
100,800.00 100,800.00
JUMLAH 7 103,680.00
18,960.00
122,640.00 122,640.00
DAFTAR HARGA BORONGAN NO
URAIAN PEKERJAAN
HARGA SATUAN
SAT
1
Buis Beton
481,000.00
bh
2
Batu Koral
250,000.00
m3
HARGA BAHAN NO
URAIAN PEKERJAAN
HARGA SATUAN
SAT
Material Kayu 1
Kayu Balok 5/7
3,000,000.00
m3
2
Papan Kayu
3,150,000.00
m3
3
Kayu Kelas III
2,500,000.00
m3
4
Balok Kayu Kelas II
3,150,000.00
m3
5
Plywood 9mm
150,000.00
lbr
6
Dolken Kayu
20,000.00
btg
Material Besi 1
Paku
15,000.00
kg
2
Besi
7,250.00
kg
3
Kawat Beton
20,000.00
kg
750
bh
1,200.00
kg
Material Dinding 1
Bata Merah Material Perekat
1
Semen PC Material Alam
1
Pasir Pasang
150,000.00
m3
2
Pasir Urug
120,000.00
m3
3
Pasir Beton
150,000.00
m3
4
Pasir Beton
107.14
kg
5
Batu Belah
200,000.00
m3
6
Kerikil
180,000.00
m3
7
Kerikil
100
kg
8
Air
100
ltr
Lain-Lain 1
Minyak Bekisting
10,000.00
ltr
2
Ijuk
90,000.00
kg
3
Pipa PVC 4"
64,000.00
m'
Investasi Tahun ke 2,850,000 2,850,000 2,850,000 2,850,000 2,850,000 Total
SUMUR RESAPAN UNTUK PERUMAHAN Laba Setelah Pajak (eat) Depresiasi 1 855,000 570000 2 755,000 570000 3 655,000 570000 4 555,000 570000 5 455,000 570000 3,275,000
Proceed Tahun I Proceed Tahun II PP 2 thn,
Tahun ke 1 2 3 4 5
Discount Rate
Perbedaan pada discount rate 34% prosentase perbedaan jadi IRR
Proceed DF (20%) PV Proceed 1,425,000 0.833 1,325,000 0.694 1,225,000 0.579 1,125,000 0.482 1,025,000 0.402 PV of Proceed PV of Outlays NPV PV of Proceed 34% 2896642.07 35% 2847761.05 1% 48881.0168 perbedaan 46,642 0.00954 34.954% IRR>COC
1,425,000 100,000 0.9795918367 jadi PP 2,98 tahun
DF (30%) 1187025 0.769 919550 0.592 709275 0.455 542250 0.35 412050 0.269 3770150 2,850,000 920,150
0.954%
ERUMAHAN
asumsi pjk 30%,utk th-2 sy kurangi diketahui 100.000
Proceed 1,425,000 1,325,000 1,225,000 1,125,000 1,025,000
adi PP 2,98 tahun
PV Proceed
lo = 2,850,000 bunga (COC) 10% UE = 5 tahun Depresiasi = lo -SV/UE
krn PP 2,98 thn lebih pendek dri umur ekonomis 5 thn mka proyek ini menguntungkn
DF (35%) PV Proceed DF (34%) PV Proceed DF (10%) PV Proceed 1095825 0.741 1055555.56 0.746 1063432.84 0.909 1295325 784400 0.549 727023.32 0.557 737914.903 0.826 1094450 557375 0.406 497891.582 0.416 509121.8 0.751 919975 393750 0.301 338701.756 0.310 348925.998 0.683 768375 275725 0.223 228588.84 0.231 237246.532 0.621 636525 3107075 2847761.05 2896642.07 4714650 2,850,000 2,850,000 2,850,000 2,850,000 257,075 -2,239 46,642 1,864,650
No I Persiapan I.1 Pembersihan
JUMLAH
1
m2
12,000.00
12,000.00 12,000.00
3.49 0.36 0.89
m3 m3 m3
54,720.00 54,720.00 23,760.00
190,972.80 19,699.20 21,146.40 231,818.40
III Pekerjaan Sumur Resapan III.1 Buis Beton uk 1.00 x 1.50m III.2 Plat Beton ul 1.05 x 1.05 x 0.1m III.3 Batu Koral
3.00 1 0.785
m2 Unit m3
175,000.00 571,765.32 250,000.00
525,000.00 571,765.32 196,250.00
III.4 Pemasangan Ijuk
0.785
m2
100,800.00
79,128.00 1,372,143.32
8
m
122,587.50
980,700.00 980,700.00
Total II Pekerjaan Tanah II.1 Galian Tanah Sumur II.2 Galian Saluran Air Hujan II.3 Urugan Tanah Kembali Total
Total IV Pekerjaan Perpipaan 4.a Pengadaan dan Pemasangan Pipa PVC Total
Rekapitulasi PPn 10% Total Pembulatan
2,596,661.72 259,666.17 2,856,327.89 2,850,000.00
RENCANA ANGGARAN BIAYA SUMUR RESAPAN UNTUK JALAN RAYA/TAMAN No
PEKERJAAN
VOLUME
I Persiapan I.1 Pembersihan
SAT
HRG SATUAN
6.76 m2
12,000.00
81,120.00 81,120.00
3.19 m3 0.94 m3
54,720.00 23,760.00
174,556.80 22,334.40 196,891.20
3 bh 1 Unit 0.785 m3 1.81 m2
175,000.00 1,206,399.29 250,000.00 100,800.00
525,000.00 1,206,399.29 196,250.00 182,448.00 2,110,097.29
Total II Pekerjaan Tanah II.1 Galian Tanah II.2 Urugan Tanah Kembali Total III Pekerjaan Sumur Resapan III.1 Buis Beton uk 1.00 x 1.50m III.2 Tutup Plat Beton III.3 Batu koral III.4 Pemasangan Ijuk Total
Rekapitulasi PPn 10% Total Pembulatan
JUMLAH
2,388,108.49 238,810.85 2,626,919.34 2,620,000.00
DAFTAR HARGA SATUAN UPAH DAN BAHAN TAHUN 2015 1. Pembersihan Lapangan
m2
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Tenaga Kerja Pekerja Mandor
HAR.SAT SUB. JUMLAH 5
6
0.1
org/hr
60,000.00
6,000.00
0.05
org/hr
120,000.00
6,000.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 2. Pengukuran dan Bouwplank
m'
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Kayu Balok 5/7 Paku Papan Kayu Lokal Tenaga Kerja Pekerja Tukang kayu Kepala Tukang Mandor
0.014 0.02 0.007
m3 Kg m3
0.1 0.1 0.01 0.005
HARSAT SUB. JUMLAH 5
6
3,000,000.00 15,000.00 3,150,000.00
42,000.00 300.00 22,050.00
org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00
6,000.00 9,000.00 1,050.00
org/hr
120,000.00
600.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 3. Galian Tanah Biasa
m3
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Tenaga Kerja Pekerja Mandor
HARSAT SUB. JUMLAH 5
6
0.76
org/hr
60,000.00
45,600.00
0.076
org/hr
120,000.00
9,120.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 4. Urugan Kembali Galian Tanah
m3
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Tenaga Kerja Pekerja Mandor
HARSAT SUB. JUMLAH 5
6
0.33
org/hr
60,000.00
19,800.00
0.033
org/hr
120,000.00
3,960.00
Jumlah : Overhead + Profit 10% : Jumlah & pembulatan : 5. Pasangan 1/2 Bata Bata Merah 1:4 KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
HARSAT SUB. JUMLAH 5
6
Bahan Bata Merah kelas 1 PC PP
70 11.5 0.043
Buah kg m3
750 1,200.00 150,000.00
52,500.00 13,800.00 6,450.00
Tenaga Kerja Pekerja Tukang Batu Kepala Tukang Mandor
0.3 0.1 0.01 0.015
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
18,000.00 9,000.00 1,050.00 1,800.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 6. Pasangan 1/2 Bata Bata Merah 1:4 KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
HARSAT SUB. JUMLAH 5
6
Bahan Batu Belah 15 cm / 20 cm Pasir urug
1.2 0.432
m3 m3
200,000.00 120,000.00
240,000.00 51,840.00
Tenaga Kerja Pekerja Tukang Batu Kepala Tukang Mandor
0.78 0.39 0.039 0.039
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
46,800.00 35,100.00 4,095.00 4,680.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 7. Plat Beton
unit
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Beton K-300
0.408
m3
HARSAT SUB. JUMLAH 5 828,814.29
6 338,156.23
Besi
20.375
kg
9,084.00
185,086.50
2.795
m2
244,600.00
683,657.00
Bekiting
Jumlah : Overhead + Profit 10% : Jumlah & pembulatan : 8. Beton K-300
m3
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Portland Cement Pasir Beton Kerikil (maksimum 30 mm) Air
HARSAT SUB. JUMLAH 5
6
413 681 1,021.00 215
kg kg kg Liter
1,200.00 107.14 100 100
495,600.00 72,962.34 102,100.00 21,500.00
1.65 0.275 0.028 0.083
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
99,000.00 24,750.00 2,940.00 9,960.00
Tenaga Kerja Pekerja Tukang Batu Kepala Tukang Mandor
Jumlah : Overhead + Profit 10% : Jumlah & pembulatan : 9. Pembesia 10kg KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
5
10.5 0.15
kg kg
7,250.00 20,000.00
76,125.00 3,000.00
0.07 0.07 0.007 0.004
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
4,200.00 6,300.00 735.00 480.00
Bahan Besi Beton (Polos/Ulir) Kawat Beton Tenaga Kerja Pekerja Tukang Besi Kepala Tukang Mandor
HARSAT SUB. JUMLAH 6
Jumlah : Overhead + Profit 10% : Tiap 10 kg & pembulatan : Tiap 1 kg 10. Bekisting
m2
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Kayu Kelas III Paku Minyak Bekisting Balok Kayu Kelas II Plywood Tebal 15 Dolken Kayu
0.02 0.4 0.2 0.008 0.175 3
m3 kg ltr m3 lbr btg
Tenaga Kerja Pekerja Tukang Kayu Kepala Tukang Mandor
0.66 0.33 0.033 0.033
org/hr org/hr org/hr org/hr
HARSAT SUB. JUMLAH 5
6
2,500,000.00 15,000.00 10,000.00 3,150,000.00 150,000.00 20,000.00
50,000.00 6,000.00 2,000.00 25,200.00 26,250.00 60,000.00
60,000.00 90,000.00 105,000.00 120,000.00
39,600.00 29,700.00 3,465.00 3,960.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 11. Urugan Kerikil
m3
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Kerikil Tenaga Kerja Pekerja Mandor
HARSAT SUB. JUMLAH 5
6
1.2
m3
180,000.00
216,000.00
0.3 0.01
org/hr org/hr
60,000.00 120,000.00
18,000.00 1,200.00 Jumlah :
Overhead + Profit 10% : Tiap 10 kg & pembulatan : 12. Plesteran 1:4 tebal 15mm
m2
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
Bahan Portland Cement Pasir Pasang Tenaga Kerja Pekerja Tukang Batu
HARSAT SUB. JUMLAH 5
6
6.24 0.024
kg m3
1,200.00 150,000.00
7,488.00 3,600.00
0.3 0.15
org/hr org/hr
60,000.00 90,000.00
18,000.00 13,500.00
Kepala Tukang Mandor
0.015 0.015
org/hr org/hr
105,000.00 120,000.00
1,575.00 1,800.00 Jumlah :
Overhead + Profit 10% : Jumlah & pembulatan : 13. Ijuk tebal 10cm
m2
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
5
kg
90,000.00
90,000.00
org/hr org/hr
60,000.00 120,000.00
9,000.00 1,800.00
Bahan Ijuk
1
Tenaga Kerja Pekerja Mandor
0.15 0.015
HARSAT SUB. JUMLAH 6
Jumlah : Overhead + Profit 10% : Tiap 10 kg & pembulatan : 14. Pipa PVC Tipe AW 4"
m'
KOEF/SATUAN/URAIAN
Koef.
SAT
2
3
4
5
m' Ls
64,000.00 26,880.00
76,800.00 26,880.00
org/hr org/hr org/hr org/hr
60,000.00 90,000.00 105,000.00 120,000.00
4,860.00 12,150.00 1,470.00 480.00
Bahan Pipa PVC Ø 4" Perlengkapan 35% Harga Pipa Tenaga Kerja Pekerja Tukang Pipa Kepala Tukang Mandor
1.2 1
0.081 0.135 0.014 0.004
HARSAT SUB. JUMLAH 6
Jumlah : Overhead + Profit 10% : Jumlah & pembulatan :
UN 2015 JUMLAH 7
12,000.00 12,000.00
JUMLAH 7 64,350.00
16,650.00
81,000.00 81,000.00
JUMLAH 7
54,720.00 54,720.00
JUMLAH 7
23,760.00 23,760.00
JUMLAH 7 72,750.00
29,850.00
102,600.00 102,600.00
JUMLAH 7 291,840.00
90,675.00
382,515.00 382,515.00
JUMLAH 7
1,206,899.73 1,206,899.73
JUMLAH 7 692,162.34
136,650.00
828,812.34 828,812.34
JUMLAH 7 79,125.00
11,715.00
90,840.00 90,840.00 9,084.00
JUMLAH 7 169,450.00
76,725.00
246,175.00 246,175.00
JUMLAH 7 216,000.00
19,200.00
235,200.00 235,200.00
JUMLAH 7 11,088.00
34,875.00
45,963.00 45,963.00
JUMLAH 7 90,000.00
10,800.00
100,800.00 100,800.00
JUMLAH 7 103,680.00
18,960.00
122,640.00 122,640.00
DAFTAR HARGA BORONGAN NO
URAIAN PEKERJAAN
HARGA SATUAN
SAT
1
Buis Beton
481,000.00
bh
2
Batu Koral
250,000.00
m3
HARGA BAHAN NO
URAIAN PEKERJAAN
HARGA SATUAN
SAT
Material Kayu 1
Kayu Balok 5/7
3,000,000.00
m3
2
Papan Kayu
3,150,000.00
m3
3
Kayu Kelas III
2,500,000.00
m3
4
Balok Kayu Kelas II
3,150,000.00
m3
5
Plywood 9mm
150,000.00
lbr
6
Dolken Kayu
20,000.00
btg
Material Besi 1
Paku
15,000.00
kg
2
Besi
7,250.00
kg
3
Kawat Beton
20,000.00
kg
750
bh
1,200.00
kg
Material Dinding 1
Bata Merah Material Perekat
1
Semen PC Material Alam
1
Pasir Pasang
150,000.00
m3
2
Pasir Urug
120,000.00
m3
3
Pasir Beton
150,000.00
m3
4
Pasir Beton
107.14
kg
5
Batu Belah
200,000.00
m3
6
Kerikil
180,000.00
m3
7
Kerikil
100
kg
8
Air
100
ltr
Lain-Lain 1
Minyak Bekisting
10,000.00
ltr
2
Ijuk
90,000.00
kg
3
Pipa PVC 4"
64,000.00
m'
Investasi Tahun ke 2,850,000 2,850,000 2,850,000 2,850,000 2,850,000 Total
SUMUR RESAPAN UNTUK PERUMAHAN Laba Setelah Pajak (eat) Depresiasi 1 855,000 570000 2 755,000 570000 3 655,000 570000 4 555,000 570000 5 455,000 570000 3,275,000
Proceed Tahun I Proceed Tahun II PP 2 thn,
Tahun ke 1 2 3 4 5
Discount Rate
Perbedaan pada discount rate 34% prosentase perbedaan jadi IRR
Proceed DF (20%) PV Proceed 1,425,000 0.833 1,325,000 0.694 1,225,000 0.579 1,125,000 0.482 1,025,000 0.402 PV of Proceed PV of Outlays NPV PV of Proceed 34% 2896642.07 35% 2847761.05 1% 48881.0168 perbedaan 46,642 0.00954 34.954% IRR>COC
1,425,000 100,000 0.9795918367 jadi PP 2,98 tahun
DF (30%) 1187025 0.769 919550 0.592 709275 0.455 542250 0.35 412050 0.269 3770150 2,850,000 920,150
0.954%
ERUMAHAN
asumsi pjk 30%,utk th-2 sy kurangi diketahui 100.000
Proceed 1,425,000 1,325,000 1,225,000 1,125,000 1,025,000
adi PP 2,98 tahun
PV Proceed
lo = 2,850,000 bunga (COC) 10% UE = 5 tahun Depresiasi = lo -SV/UE
krn PP 2,98 thn lebih pendek dri umur ekonomis 5 thn mka proyek ini menguntungkn
DF (35%) PV Proceed DF (34%) PV Proceed DF (10%) PV Proceed 1095825 0.741 1055555.56 0.746 1063432.84 0.909 1295325 784400 0.549 727023.32 0.557 737914.903 0.826 1094450 557375 0.406 497891.582 0.416 509121.8 0.751 919975 393750 0.301 338701.756 0.310 348925.998 0.683 768375 275725 0.223 228588.84 0.231 237246.532 0.621 636525 3107075 2847761.05 2896642.07 4714650 2,850,000 2,850,000 2,850,000 2,850,000 257,075 -2,239 46,642 1,864,650
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