Rab Air Bersih 2016 5013e
This document was ed by and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this report form. Report l4457
Overview 6h3y3j
& View Rab Air Bersih 2016 as PDF for free.
More details h6z72
- Words: 8,607
- Pages: 73
DAFTAR KUANTITAS PEKERJAAN LOKASI TAHUN ANGGARAN
: : :
PEMBANGUNAN BAK INTAKE DAN PIPANISASI INDUK AIR BERSIH KAMP. KABUENA KABUENA DISTRIK ANGKAISERA KABUPATEN KEPULAUAN YAPEN 2016
NO
URAIAN PEKERJAAN
VOL
SAT
1
2
3
4
I
JUMLAH SATUAN ( Rp ) 5
TOTAL HARGA ( Rp ) ( 6=3x5 )
PEKERJAAN PERSIAPAN 1
2 3
4 II
Pembersihan Dan Pengukuran Jalur Pipa Pembersihan Lokasi Intake Pemasangan Bowplank Foto Dokumentasi
1,500.00 35.76 15.11 3.00
M2 M' Set
M'
2,142.80 21,428.00 80,858.24 500,000.00
3,214,200.00 766,265.28 1,221,768.05 1,500,000.00 6,702,233.33
4.83
M3
2,107,248.20
10,178,008.81 10,178,008.81
0.41
M3 M2
8,481,103.84
3,477,252.57
M2
108,124.14 57,826.51
2,305,206.67 1,232,861.25 7,015,320.49
Bh M' Bh Bh Ls Ls
4,313,450.00 1,246,224.26 2,552,475.00 273,025.00 2,500,000.00 1,500,000.00
PEKERJAAN TANAH DAN PONDASI 5
III
Pasangan Batu Kali 1Pc : 3Psr
PEKERJAAN LANTAI DAN DINDING DAN BETON 1
Cor Beton Bertulang 1 Pc ; 3 Ps ; 5 Kr
2 3
Plesteran Dinding batu Kali 1:3 Acian Dinding
IV 1 2 3 4 5 6
21.32 21.32
PENGADAAN/PEMASANGAN PIPA &ACC. PADA INTAKE Gate Valve Flange Ǿ 100 mm Pipa GIP Ǿ 100 mm Strainer Flange Ǿ 100 mm Flang GIP Ǿ 100 mm, Termasuk Baut Pekerjan Pemasangan Pintu Saringan Bak Pemasangan Pipa Intake dan Aksesoris
2.00 7.00 1.00 4.00 1.00 1.00
8,626,900.00 8,723,569.82 2,552,475.00 1,092,100.00 2,500,000.00 1,500,000.00 24,995,044.82
PENGADAAN/PEMASANGAN Acc. PIPA GALVANIS BAK PENAMPUNG DAN INSTALASI
V 1 2 3 4 6 9 11
Gate Valve Falange 62.5 mnm Pipa GIP Ǿ 62.5 mm Flange GIP Ǿ 62.5 mm Tee GIP 62.5 mm Bend 90° 50 mm Pipa GIP Ǿ 12.5 mm Pipa GIP Ǿ 50 mm
2.00 6.00 4.00 2.00 4.00 90.00 270.00
Bh M' Bh Bh Bh M' M'
3,293,025.00 717,801.77 187,643.75 135,725.00 306,200.00 120,994.96 440,077.20
6,586,050.00 4,306,810.61 750,575.00 271,450.00 1,224,800.00 10,889,546.27 118,820,845.06 142,850,076.94
220.00 0.36
M' M3
17,882.64 8,481,103.84
3,934,180.80 3,042,596.00 6,976,776.80
30.00 60.00 90.00 30.00 30.00 30.00
Bh Bh Bh Bh Bh Bh
228,260.00 16,200.00 15,700.00 42,725.00 11,400.00 42,725.00
6,847,800.00 972,000.00 1,413,000.00 1,281,750.00 342,000.00 1,281,750.00 12,138,300.00
1.00
Ls
5,000,000.00
5,000,000.00 5,000,000.00
1.00
Unit
3,000,000.00
1.00
Ls
3,000,000.00
3,000,000.00 3,000,000.00
PEKERJAAN PEMASANGAN PIPA
VI 1 3
VII 1 2 3 4 5 6
VIII 1
IX 1 2
Galian Tanah/Urugan Tanah Pipa Ǿ 50 mm Pembuatan Trush Blok ( Beton 1 : 3 : 5 )
PENGADAAN Acc PIPA GALVANIS Clam Saddle 50 mm x 1/2" Double Niple 1/2" Elbow 1/2" Coupling 1/2" Sokket 1/2" Kran 1/2"
PEMASANGAN Acc PIPA GALVANIS Pemasangan Acsesoris Pipa
PEKERJAAN LAIN-LAIN Pembuatan/Pasang Plat Mainhole Lengkap Dengan Kunci Pengaman Pembuatan/Pasang Plat Penutup Bak Penampung Lengkap Dengan Kunci Pengaman
6,000,000.00
X
PEKERJAAN AKHIR 1
Pengembalian & Perapihan Bekas Galian
200.00
Ls
3,600.00
720,000.00 720,000.00
Real cost PPn 10 % Jumlah Dibulatkan
222,575,761.19 22,257,576.12 244,833,337.31 244,833,337
REKAPITULASI AKHIR PEKERJAAN LOKASI TAHUN ANGGARAN
I II III IV V VI VII VIII IX X
: PEMBANGUNAN BAK INTAKE DAN PIPANISASI INDUK AIR BERSIH KAMP. KABUENA : KABUENA DISTRIK ANGKAISERA KABUPATEN KEPULAUAN YAPEN : 2016
PEKERJAAN PERSIAPAN ……………………………………….... PEKERJAAN TANAH DAN PONDASI ……………………………………….... PEKERJAAN LANTAI DAN DINDING DAN BETON ……………………………………….... PENGADAAN/PEMASANGAN PIPA &ACC. PADA INTAKE ……………………………………….... PENGADAAN/PEMASANGAN Acc. PIPA GALVANIS BAK PENAMPUNG DAN INSTALASI PEKERJAAN PEMASANGAN PIPA ……………………………………….... PENGADAAN Acc PIPA GALVANIS ……………………………………….... PEMASANGAN Acc PIPA GALVANIS ……………………………………….... PEKERJAAN LAIN-LAIN ……………………………………….... PEKERJAAN AKHIR ……………………………………….... JUMLAH
222,575,761.19
P P N 10 % BIAYA FISIK
22,257,576.12 244,833,337.31
BIAYA PERENCANAAN BIAYA PENGAWASAN
12,241,666.87 9,793,333.49
JUMLAH TOTAL DIBULATKAN
TERBILANG :
6,702,233.33 10,178,008.81 7,015,320.49 24,995,044.82 142,850,076.94 6,976,776.80 12,138,300.00 5,000,000.00 6,000,000.00 720,000.00
244,833,337.31 244,833,000.00
DUA RATUS EMPAT PULUH EMPAT JUTA DELAPAN RATUS TIGA PULUH TIGA RIBUH RUPIAH Serui,
15 September 2016
Disusun Oleh : KEPALA BIDANG CIPTA KARYA DINAS PEKERJAAN UMUM DAN PERUMAHAN KABUPATEN KEPULAUAN YAPEN
KONSULTAN PERENCANA CV. TRIZAJI ENGINEERING CONSULTANT
YOSEF HORTEN, SST
ARMINA MOINTI,ST
NIP : 19650207 198903 1 014
DIREKTRIS
MENGETAHUI KEPALA DINAS PEKERJAAN UMUM DAN PERUMAHAN KABUPATEN KEPULAUAN YAPEN
Ir. NURHADI ALHURI. Msi Pembina Tk. I NIP : 19640825 199403 1 009
saluran
galian pipa
0.04
0.0625 0.05125 0.35875
1,820,000,000.00 1,575,167,000.00 1,574,167,000.00 1,819,000,000.00
ANALISA HARGA SATUAN KEGIATAN PEKERJAAN LOKASI THN. ANGG.
NO
PENINGKATAN UPAYA KESEHATAN KABUPATEN KEPULAUAN YAPEN : PENGADAAN INCENERATOR : SERUI KEC. YAPEN SELATAN KABUPATEN KEPULAUAN YAPEN : 2014
URAIAN PEKERJAAN
1
HARGA
BAHAN
BAHAN
SATUAN
LOKAL
NON LOKAL
Rp
Rp
Rp
5
6
7
Rp
2 1
3
1.000
M2 IHKAN LOKASI
0.100
O/H Pekerja
68,400.00
0.050
O/H Mandor
136,800.00
UPAH
4
6,840.00 6,840.00 13,680.00
2
10.000
13,680.00
M2 BONGKAR ATAP DAN IHKAN
0.500
O/H Tukang
109,440.00
54,720.00
2.000
O/H Pekerja
68,400.00
136,800.00 191,520.00
1.000 3
10.000
191,520.00
M2 Bongkar atap ..
19,152.00
M2 BONGKAR LANTAI KERAMIK
2.000
DAN IHKAN
4.000
O/H Pekerja
0.200
O/H Kepala Tukang
123,120.00
24,624.00
2.000
O/H Tukang Batu
109,440.00
218,880.00
0.020
O/H Mandor
136,800.00
68,400.00
273,600.00
2,736.00 519,840.00
1.000 4
10.000
519,840.00
M2 Bongkar lantai Keramik
51,984.00
M2 BONGKAR PLAFON TRIPLEKS DAN IHKAN
0.500
O/H Tukang
109,440.00
1.000
O/H Pekerja
68,400.00
54,720.00 68,400.00 123,120.00
5
1.000
M2 Bongkar Plafon ..
1.000
BH BONGKAR ENGSEL/KUNCI PINTU
0.075
O/H Tukang
109,440.00
8,208.00
0.250
O/H Pekerja
68,400.00
17,100.00
1.000
M2 BONGKAR PINTU/JENDELA PANIL KACA
0.150
O/H Tukang
109,440.00
16,416.00
0.250
O/H Pekerja
68,400.00
17,100.00
1.000
M2 TERALI BESI
6.177
Kg Besi
17,841.94
123,120.00 12,312.00
25,308.00 6
25,308.00
33,516.00 7
27.080
33,516.00 110,209.66
Cm Pengelasan
35,000.00
1.670
O/H Pekerja
68,400.00
114,228.00
947,800.00
1.670
O/H Tukang Las
109,440.00
182,764.80
0.167
O/H Kepala Tukang
123,120.00
20,561.04
0.083
O/H Mandor
136,800.00
11,354.40 328,908.24
8
1.000
M1 PASANG BOUWPLANK DAN PENGUKURAN
0.009
M3 Kayu matoa
0.040
Kg Paku
0.220
O/H Tukang Batu
109,440.00
24,076.80
0.020
O/H Kepala Tukang
123,120.00
2,462.40
0.070
O/H Pekerja
68,400.00
4,788.00
0.004
O/H Mandor
136,800.00
2,630,000.00
1,058,009.66
1.000
M3 GALIAN TANAH PONDASI
0.750
O/H Pekerja
68,400.00
0.025
O/H Mandor
136,800.00
1,386,917.90
23,670.00
22,100.00
884.00
547.20 31,874.40
9
JUMLAH
23,670.00
884.00
56,428.40
51,300.00 3,420.00 54,720.00
54,720.00
1 10
2
3
1.000
M3 URUGAN KEMBALI BEKAS GALIAN
0.500
O/H Pekerja
68,400.00
0.050
O/H Mandor
136,800.00
4
5
6
34,200.00 6,840.00 41,040.00
11
1.000
M3 URUGAN PILIHAN DARI LUAR
1.200
M3 Urugan Pilihan
0.300
O/H Pekerja
68,400.00
0.010
O/H Mandor
136,800.00
311,200.00
1.000
M3 URUGAN PASIR BAWAH LANTAI
1.200
M3 Pasir urug
0.250
O/H Pekerja
68,400.00
0.010
O/H Mandor
136,800.00
20,520.00 1,368.00
311,200.00
1.000
M3 AANSTAMPING/ BATU KOSONG
1.200
M3 Batu kali / Batu Karang
0.780
O/H Pekerja
68,400.00
0.039
O/H Mandor
136,800.00
1,368.00
311,200.00 5,335.20
M3 PASANG PONDASI BATU KALI 1 : 3
1.200
M3 Batu kali / Batu Karang
311,200.00
4.040
Zak semen @ 50 Kg
108,125.00
0.486
M3 Pasir pasang
383,800.00
1.500
O/H Pekerja
68,400.00
102,600.00
0.750
O/H Tukang Batu
109,440.00
82,080.00
0.075
O/H Kepala tukang
123,120.00
9,234.00
0.075
O/H Mandor
136,800.00
10,260.00
1.000
M3 PASANG BATU TELA 1 : 3 Bh batu tela
436,825.00
2,925.71
559,966.80
436,825.00
1,200,965.80
585,142.00
2.528
Zak semen @ 50 Kg
108,125.00
0.289
M3 Pasir pasang
383,800.00
273,340.00
4.500
O/H Pekerja
68,400.00
307,800.00
1.500
O/H Tukang Batu
109,440.00
164,160.00
0.150
O/H Kepala tukang
123,120.00
18,468.00
0.225
O/H Mandor
136,800.00
30,780.00
1.000
M2 Pasang batu tela 1 : 3
1.000
M2 PLESTERAN 10 MM CAMP 1 : 3
0.108
Zak semen @ 50 Kg
108,125.00
0.013
M3 Pasir pasang
383,800.00
0.150
O/H Tukang Batu
109,440.00
0.015
O/H Kepala tukang
123,120.00
1,846.80
0.400
O/H Pekerja
68,400.00
27,360.00
0.020
O/H Mandor
136,800.00
110,918.20
696,060.20
273,340.00
1,490,608.20 149,060.82
11,677.50 4,989.40 16,416.00
2,736.00
1.000
M1 PROFILAN KOLOM/TIANG BETON
0.200
Zak semen @ 50 Kg
108,125.00
0.010
M3 Pasir pasang
383,800.00
0.100
O/H Tukang Batu
109,440.00
10,944.00
0.010
O/H Kepala tukang
123,120.00
1,231.20
0.100
O/H Pekerja
68,400.00
6,840.00
0.010
O/H Mandor
136,800.00
4,989.40
11,677.50
65,025.70
21,625.00 3,838.00
1,368.00 20,383.20
18
432,127.20
186,526.80
48,358.80 17
373,440.00
373,440.00
521,208.00
16
391,908.00
373,440.00
1.000
200.000
373,440.00
53,352.00
204,174.00 15
395,328.00
373,440.00
58,687.20 14
373,440.00
17,100.00 18,468.00
13
41,040.00
373,440.00
21,888.00 12
7
1.000
M2 PROFILAN DINDING
0.650
Zak semen @ 50 Kg
108,125.00
0.010
M3 Pasir pasang
383,800.00
0.250
O/H Tukang Batu
109,440.00
0.025
O/H Kepala tukang
123,120.00
3,078.00
0.250
O/H Pekerja
68,400.00
17,100.00
0.025
O/H Mandor
136,800.00
3,420.00
3,838.00
21,625.00 70,281.25
3,838.00 27,360.00
45,846.20
50,958.00
1 19
2 1.000
3
4
3,838.00
5
70,281.25
6
125,077.25
7
M3 LANTAI COR BETON TUMBUK CAMP 1 Pc :3 Ps : 5 Kr
0.870
M3 Kerikil
311,200.00
4.360
Zak semen @ 50 Kg
108,125.00
270,744.00
0.520
M3 Pasir pasang
383,800.00
0.250
O/H Tukang Batu
109,440.00
27,360.00
0.025
O/H Kepala tukang
123,120.00
3,078.00
1.650
O/H Pekerja
68,400.00
112,860.00
0.080
O/H Mandor
136,800.00
471,425.00 199,576.00
10,944.00 154,242.00
20
1.000
M3 COR LANTAI KERJA BETON TANPA TULANGAN 1 :2 :3
0.820
M3 Kerikil
311,200.00
6.500
Zak semen @ 50 Kg
108,125.00
0.540
M3 Pasir pasang
383,800.00
1.000
O/H Tukang Batu
109,440.00
0.100
O/H Kepala tukang
123,120.00
12,312.00
6.000
O/H Pekerja
68,400.00
410,400.00
0.300
O/H Mandor
136,800.00
41,040.00
1.000
M2 COR LANTAI BETON TANPA TULANGAN 1 : 3 : 5
471,425.00
1,095,987.00
255,184.00 702,812.50 207,252.00 109,440.00
573,192.00 21
470,320.00
462,436.00
702,812.50
1,738,440.50
TEBAL 7 CM DIPLESTER 0.820
M3 Kerikil
311,200.00
4.090
Zak semen @ 50 Kg
108,125.00
255,184.00
0.500
M3 Pasir beton
311,200.00
0.500
O/H Tukang Batu
109,440.00
0.050
O/H Kepala tukang
123,120.00
6,156.00
6.000
O/H Pekerja
68,400.00
410,400.00
0.300
O/H Mandor
136,800.00
442,231.25 155,600.00 54,720.00
41,040.00 512,316.00
22
442,231.25
1.000
M3 PONDASI BETON BERTULANG (150 KG BESI + BEKESTING)
0.200
M3 Kayu Klas III
1.500
Kg Paku Campur 5-12 cm
22,100.00
0.400
Ltr Minyak Bekesting
27,600.00
11,040.00
157.500
Kg Besi Beton Polos
16,221.15
2,554,831.13
2.250
Kg Kawat Beton
33,052.50
74,368.13
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
108,125.00
0.540
M3 Pasir Beton
311,200.00
5.300
O/H Pekerja
68,400.00
362,520.00
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.300
O/H Tukang Kayu
109,440.00
142,272.00
1.050
O/H Tukang Besi
109,440.00
114,912.00
0.262
O/H Kepala tukang
123,120.00
32,257.44
0.265
O/H Mandor
136,800.00
4,225,000.00
1,365,331.25
845,000.00 33,150.00
677,320.00 735,250.00 168,048.000
36,252.00 718,309.44
23
410,784.00
1,690,368.00
3,408,639.25
1.000
M3 KOLOM BETON BERTULANG (250 KG BESI + BEKESTING)
0.400
M3 Kayu Klas III
4.000
Kg Paku Campur 5-12 cm
22,100.00
2.000
Ltr Minyak Bekesting
27,600.00
55,200.00
250.000
Kg Besi Beton Polos
16,221.15
4,055,287.50
4.500
Kg Kawat Beton
33,052.50
148,736.25
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
108,125.00
0.540
M3 Pasir Beton
311,200.00
8.000
Btg Dolken DIA 8 cm P= 4 m
61,166.67
4.350
O/H Pekerja
68,400.00
297,540.00
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.650
O/H Tukang Kayu
109,440.00
180,576.00
2.100
O/H Tukang Besi
109,440.00
229,824.00
0.403
O/H Kepala tukang
123,120.00
49,617.36
0.355
O/H Mandor
136,800.00
48,564.00
4,225,000.00
5,817,316.69
1,690,000.00 88,400.00
677,320.00 735,250.00 168,048.00 489,333.36
836,217.36
3,024,701.36
5,082,873.75
8,943,792.47
1 24
2
3
4
5
M3 BALOK BETON BERTULANG (200 KG BESI + BEKESTING)
0.320
M3 Kayu Klas III
3.200
Kg Paku Campur 5-12 cm
22,100.00
1.600
Ltr Minyak Bekesting
27,600.00
44,160.00
210.000
Kg Besi Beton Polos
16,221.15
3,406,441.50
4,225,000.00
1,352,000.00 70,720.00
3.000
Kg Kawat Beton
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
33,052.50 677,320.00
99,157.50
6.800
Zak Semen PC (@ 50 Kg)
108,125.00
735,250.00
0.540
M3 Pasir Beton
311,200.00
168,048.00
Btg Dolken DIA 8 cm P= 4 m
61,166.67
6.350
O/H Pekerja
68,400.00
978,666.72
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.650
O/H Tukang Kayu
109,440.00
180,576.00
1.400
O/H Tukang Besi
109,440.00
153,216.00
0.333
O/H Kepala tukang
123,120.00
40,998.96
0.318
O/H Mandor
136,800.00
434,340.00
43,502.40 882,729.36
3,620,479.00
M3 PLAT BETON BERTULANG (150 KG BESI + BEKESTING)
0.320
M3 Kayu Klas III
3.200
Kg Paku Campur 5-12 cm
22,100.00
1.600
Ltr Minyak Bekesting
27,600.00
44,160.00
157.500
Kg Besi Beton Polos
16,221.15
2,554,831.13
4,225,000.00
2.250
Kg Kawat Beton
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
108,125.00
0.540
M3 Pasir Beton
311,200.00
8,414,493.08
1,352,000.00 70,720.00
33,052.50
74,368.13 677,320.00 735,250.00 168,048.00
Btg Dolken DIA 8 cm P= 4 m
61,166.67
5.300
O/H Pekerja
68,400.00
362,520.00
734,000.04
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.300
O/H Tukang Kayu
109,440.00
142,272.00
1.050
O/H Tukang Besi
109,440.00
114,912.00
0.265
O/H Kepala tukang
123,120.00
32,626.80
0.265
O/H Mandor
136,800.00
36,252.00 718,678.80
2,931,368.04
3,479,329.25
1.000
M1 KOLOM PRAKTIS BETON BERTULANG
0.002
M3 Kayu Klas III
0.010
Kg Paku Campur 5-12 cm
22,100.00
221.00
3.000
Kg Besi Beton Polos
16,221.15
48,663.45
0.045
Kg Kawat Beton
0.009
M3 Batu Pecah 2 - 3 cm
826,000.00
0.080
Zak Semen PC (@ 50 Kg)
108,125.00
0.006
M3 Pasir Beton
311,200.00
0.180
O/H Pekerja
68,400.00
12,312.00
0.020
O/H Tukang Batu
109,440.00
2,188.80
0.020
O/H Tukang Kayu
109,440.00
2,188.80
0.020
O/H Tukang Besi
109,440.00
2,188.80
0.006
O/H Kepala tukang
123,120.00
738.72
0.009
O/H Mandor
136,800.00
1,231.20
1.000
M1 RING BALOK BETON BERTULANG (10 X 15 ) CM
0.003
M3 Kayu Klas III
0.020
Kg Paku Campur 5-12 cm
22,100.00
442.00
3.600
Kg Besi Beton Polos
16,221.15
58,396.14
0.050
Kg Kawat Beton
0.015
M3 Batu Pecah 2 - 3 cm
826,000.00
2,080,000.00
7,129,376.09
4,160.00
33,052.50
1,487.36 7,434.00 8,650.00 1,867.20
20,848.32 27
3,911,284.72
1.000
12.000
26
7
1.000
16.000
25
6
2,080,000.00
13,461.20
59,021.81
6,240.00
33,052.50
1,652.63 12,390.00
0.110
Zak Semen PC (@ 50 Kg)
108,125.00
0.009
M3 Pasir Beton
311,200.00
11,893.75
0.297
O/H Pekerja
68,400.00
20,314.80
0.033
O/H Tukang Batu
109,440.00
3,611.52
0.033
O/H Tukang Kayu
109,440.00
3,611.52
0.033
O/H Tukang Besi
109,440.00
3,611.52
2,800.80
93,331.33
0.010
O/H Kepala tukang
123,120.00
1,231.20
0.015
O/H Mandor
136,800.00
2,052.00 34,432.56
1 28
2
3
4
M3 SLOOF BETON BERTULANG (200 KG BESI + BEKESTING) M3 Kayu Klas III
2.000
Kg Paku Campur 5-12 cm
22,100.00
0.600
Ltr Minyak Bekesting
27,600.00
16,560.00
210.000
Kg Besi Beton Polos
16,221.15
3,406,441.50
2,080,000.00
Kg Kawat Beton
0.810
M3 Batu Pecah 2 - 3 cm
826,000.00
669,060.00
6.720
Zak Semen PC (@ 50 Kg)
108,125.00
726,600.00
0.540
M3 Pasir Beton
311,200.00
168,048.00
5.650
O/H Pekerja
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.560
O/H Tukang Kayu
109,440.00
170,726.40
1.400
O/H Tukang Besi
109,440.00
153,216.00
0.323
O/H Kepala tukang
123,120.00
39,767.76
0.283
O/H Mandor
136,800.00
1.000
33,052.50
99,157.50
386,460.00
38,714.40
Bh Keramik 20x20
3,566,359.00
2,664.00 108,125.00
0.010
M3 Pasir pasang
383,800.00
0.200
Kg semen putih
22,100.00
0.500
O/H Pekerja
68,400.00
34,200.00
0.125
O/H Tukang Batu
109,440.00
13,680.00
0.013
O/H Kepala tukang
123,120.00
1,600.56
0.013
O/H Mandor
136,800.00
1,778.40
1.000
M2 LANTAI KERAMIK 40X40
6.000
Bh keramik 40x40
13,296.00
0.032
M3 Pasir pasang
383,800.00
0.034
Zak Semen PC (@ 50 Kg)
108,125.00
3,676.25
1.300
Kg Semen Warna
22,100.00
28,730.00
0.250
O/H Pekerja
68,400.00
17,100.00
0.125
O/H Tukang Batu
109,440.00
13,680.00
0.013
O/H Kepala tukang
123,120.00
1,600.56
0.013
O/H Mandor
136,800.00
16,435.00 3,838.00 4,420.00
8,258.00
83,035.00
142,551.96
79,776.00 12,281.60
1,778.40 12,281.60
112,182.25
158,622.81
M2 LANTAI KERAMIK 30X30
11.000
Bh keramik 30x30
0.032
M3 Pasir pasang
383,800.00
0.034
Zak Semen PC (@ 50 Kg)
108,125.00
3,676.25
1.500
Kg Semen Warna
22,100.00
33,150.00
0.025
O/H Pekerja
68,400.00
1,710.00
0.125
O/H Tukang Batu
109,440.00
13,680.00
0.010
O/H Kepala tukang
123,120.00
1,231.20
0.010
O/H Mandor
136,800.00
6,489.00
71,379.00 12,281.60
1,368.00 17,989.20
10.000
6,510,647.56
66,600.00
Zak Semen PC (@ 50 Kg)
34,158.96
32
2,125,308.00
M2 LANTAI KERAMIK 20X20
0.152
1.000
7
44,200.00
3.000
68,400.00
128,247.88
561,600.00
51,258.96
31
6
0.270
25.000
30
5
72,384.52
1.000
818,980.56 29
21,430.80
12,281.60
108,205.25
138,476.05
M1 SALURAN KELILING PAS. BATU TELA CAMP 1Pc : 2Ps UKURAN 25X25CM DIPLESTER 10 MM CAMP.1Pc : 2Ps
111.000
2,925.71
324,753.81
0.350
Bh Batu tela M3 Pasir pasang
383,800.00
134,330.00
1.750
Zak Semen PC (@ 50 Kg)
108,125.00
1.125
O/H Tukang Batu
109,440.00
0.190
O/H Kepala tukang
123,120.00
23,392.80
3.150
O/H Pekerja
68,400.00
215,460.00
0.169
O/H Mandor
136,800.00
23,119.20
8.500
M3 Plesteran 10 mm 1 : 3
65,025.70
552,718.45
189,218.75 123,120.00
937,810.45 1.000
M1 selokan batu tela 25x25 cm
459,083.81
189,218.75
1,586,113.01 158,611.30
1 33
2
3
1.000
M3 KUDA-KUDA /GORDING KY.KLAS I
1.100
M3 kayu Klas I
5.600
Kg paku
4
4,225,000.00 22,100.00
O/H Tukang Kayu
109,440.00
1,313,280.00
1.200
O/H Kepala tukang
123,120.00
147,744.00
4.000
O/H Pekerja
68,400.00
273,600.00
0.200
O/H Mandor
136,800.00
M3 KUDA-KUDA /GORDING KY. Klas II
1.100
M3 Kayu Klas II
5.600
Kg paku
27,360.00
2,630,000.00 109,440.00
1,313,280.00
1.200
O/H Kepala tukang
123,120.00
147,744.00
4.000
O/H Pekerja
68,400.00
273,600.00
0.200
O/H Mandor
136,800.00
1.100
M3 Kayu Klas I
0.250
Kg paku
27,360.00
4,225,000.00
12.000
O/H Tukang Kayu
109,440.00
1,313,280.00
1.200
O/H Kepala tukang
123,120.00
147,744.00
4.000
O/H Pekerja
68,400.00
273,600.00
0.500
O/H Mandor
136,800.00
68,400.00
1.000
M2 PINTU KM/WC PANIL KAYU KLAS I LAPIS ALUMINIUM PLAT
0.039
M3 kayu Klas I
0.500
Lbr Seng Plat Bjls 30
72,000.00
0.250
Kg paku
22,100.00
3.000
O/H Tukang Kayu
109,440.00
328,320.00
0.300
O/H Kepala tukang
123,120.00
36,936.00
1.000
O/H Pekerja
68,400.00
68,400.00
0.050
O/H Mandor
136,800.00
4,225,000.00
1.100
M3 kayu Klas II
6.000
Kg paku
8.000
O/H Tukang Kayu
109,440.00
875,520.00
10.000
O/H Kepala tukang
2,630,000.00
164,775.00
123,120.00
1,231,200.00
O/H Pekerja
68,400.00
30,232.80
0.400
O/H Mandor
136,800.00
54,720.00
1.000
M3 KOSEN PINTU/JENDELA KY. KLAS I
1.100
M3 kayu Klas I
1.250
Kg paku
7.000
O/H Tukang Kayu
109,440.00
766,080.00
21.000
O/H Kepala tukang
123,120.00
2,585,520.00 143,640.00
4,225,000.00
2,893,000.00
68,400.00
132,600.00
5,217,272.80
4,647,500.00
22,100.00
136,800.00
641,271.00
132,600.00
0.442
O/H Mandor
36,000.00
2,893,000.00
22,100.00
O/H Pekerja
6,456,049.00
6,840.00
M3 RENG / KASO KAYU KLAS II
0.350
5,525.00
36,000.00
27,625.00
47,880.00 3,543,120.00
39
4,647,500.00 164,775.00
1.000
2.100
4,778,744.00
5,525.00
2,191,672.80 38
123,760.00
4,647,500.00
440,496.00 37
2,893,000.00
22,100.00
1,803,024.00 36
6,433,794.00
123,760.00
O/H Tukang Kayu
M3 TIANG 10/10 CM KAYU KLAS I
24,310.00
2,893,000.00
12.000
1.000
4,647,500.00
22,100.00
1,761,984.00 35
7
24,310.00
12.000
1.000
6
4,647,500.00
1,761,984.00 34
5
1.000
M2 JALUSI KAYU KLAS I
0.022
M3 Papan kayu Klas I
0.200
Kg paku
0.600
O/H Tukang Kayu
109,440.00
65,664.00
1.800
O/H Kepala tukang
123,120.00
221,616.00
0.100
O/H Pekerja
68,400.00
6,840.00
0.030
O/H Mandor
136,800.00
4,225,000.00
4,647,500.00
27,625.00
8,218,245.00
92,950.00
22,100.00
4,420.00
4,104.00 298,224.00
92,950.00
4,420.00
395,594.00
40
1.000
M2 TERALI BESI
6.177
Kg Besi
17,841.94
20.000
110,209.66
Cm Pengelasan
35,000.00
0.650
O/H Pekerja
68,400.00
44,460.00
700,000.00
0.650
O/H Tukang Las
109,440.00
71,136.00
0.065
O/H Kepala tukang
123,120.00
8,002.80
0.032
O/H Mandor
136,800.00
4,377.60 127,976.40
1 41
2 1.000
M2 LISPLANK KY. KLAS I
0.022
M3 kayu Klas I
0.200
Kg paku
0.800
O/H Kepala tukang
0.080
O/H Pekerja
0.600 0.030
3
4
5
4,225,000.00 98,496.00
68,400.00
5,472.00
O/H Tukang Kayu
109,440.00
65,664.00
O/H Mandor
136,800.00
M2 DAUN PINTU/JENDELA PANIL KY KLAS I
0.039
M3 kayu Klas I
0.200
Kg paku
3.000
O/H Kepala tukang
0.300
O/H Pekerja
1.000 0.050
4,104.00
4,225,000.00
20,520.00
O/H Tukang Kayu
109,440.00
109,440.00
O/H Mandor
136,800.00
6,840.00
1.000
M2 PINTU / JENDELA PANIL KACA 5 MM
0.024
M3 kayu Klas I
4,225,000.00
0.800
M2 kaca 5 mm
238,500.00
2.400
O/H Kepala tukang
123,120.00
295,488.00
0.240
O/H Pekerja
68,400.00
16,416.00
0.800
O/H Tukang Kayu
109,440.00
87,552.00
0.040
O/H Mandor
136,800.00
1.000
M2 PINTU PANIL LAPIS KAWAT NYAMUK
0.024
M3 kayu Klas I
1.100
M2 Kawat Nyamuk
33,100.00
0.010
O/H Kepala tukang
123,120.00
0.100
O/H Pekerja
0.100 0.005
164,775.00
670,935.00
101,400.00 190,800.00
5,472.00
4,225,000.00
101,400.00
190,800.00
697,128.00
101,400.00 36,410.00 1,231.20
68,400.00
6,840.00
O/H Tukang Kayu
109,440.00
10,944.00
O/H Mandor
136,800.00
684.00
1.000
M2 VENTILASI KACA 5 MM
0.800
M2 kaca 5 mm
238,500.00
0.240
O/H Kepala tukang
123,120.00
29,548.80
0.024
O/H Pekerja
68,400.00
1,641.60
0.080
O/H Tukang Kayu
109,440.00
8,755.20
0.040
O/H Mandor
136,800.00
5,472.00
1.000
M2 ATAP SAKURA ROOF
2.150
Bh Sakura roof
50,000.00
0.025
Kg Paku color tiles
22,100.00
0.100
O/H Tukang Kayu
109,440.00
10,944.00
0.012
O/H Kepala tukang
123,120.00
1,477.44
0.020
O/H Pekerja
68,400.00
1,368.00
0.005
O/H Mandor
136,800.00
101,400.00
36,410.00
157,509.20
190,800.00
0.00
190,800.00
236,217.60
107,500.00 552.50
684.00 14,473.44
47
271,106.00
369,360.00
68,400.00
45,417.60 46
4,420.00
22,100.00 123,120.00
19,699.20 45
92,950.00 164,775.00
404,928.00 44
7
4,420.00
123,120.00
1.000
938,186.06
92,950.00
506,160.00 43
6
22,100.00
173,736.00 42
810,209.66
1.000
M1 NOK SAKURA ROOF BENTUK U
0.500
Nok Sakura Roof bentuk U
0.200
Kg Paku color tiles
22,100.00
0.250
O/H Tukang Kayu
109,440.00
27,360.00
0.250
O/H Kepala tukang
123,120.00
30,780.00
0.025
O/H Pekerja
68,400.00
1,710.00
0.003
O/H Mandor
136,800.00
410.40
38,750.00
0.00
108,052.50
122,525.94
19,375.00 4,420.00
60,260.40
23,795.00
84,055.40
48
1.000
M2 PLAFOND GYPSUM BOARD
0.364
Lbr Gypsum Board
113,500.00
41,314.00
0.110
Kg paku Skrup
22,100.00
0.100
O/H Pekerja
68,400.00
6,840.00
2,431.00
0.050
O/H Tukang Kayu
109,440.00
5,472.00
0.005
O/H Kepala tukang
123,120.00
615.60
0.005
O/H Mandor
136,800.00
684.00
1.000
M2 Pasang Plafon Gypsum + Rangka
1.000
M2 PLAFOND TRIPLEKS 4 MM
0.375
Lbr Tripleks 4 mm
88,500.00
0.030
Kg paku triplek
27,600.00
0.100
O/H Kepala tukang
0.010
O/H Pekerja
68,400.00
684.00
0.100
O/H Tukang Kayu
109,440.00
10,944.00
0.005
O/H Mandor
136,800.00
13,611.60
1 49
2
43,745.00
3
123,120.00
4
5
828.00
684.00
M2 RANGKA PLAFOND
0.016
M3 Kayu Klas II
0.250
Kg paku
0.300
O/H Kepala tukang
0.030
O/H Pekerja
68,400.00
2,052.00
0.200
O/H Tukang Kayu
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
1.000
M2 Pasang Plafon Tripleks + Rangka
1.000
M2 DINDING KERAMIK 20 X 25 CM
2,630,000.00
20.000
Bh Ubin porselin
5,525.00 36,936.00
5,525.00
2,664.00
53,280.00
0.152
Zak semen @ 50 Kg
108,125.00
16,435.00
0.010
M3 Pasir pasang
383,800.00
0.200
Kg semen putih
22,100.00
0.500
O/H Pekerja
68,400.00
34,200.00
1.000
O/H Tukang Batu
109,440.00
109,440.00
0.100
O/H Kepala tukang
123,120.00
12,312.00
0.075
O/H Mandor
136,800.00
10,260.00
1.000
M1 PASANG LIST PLAFOND KAYU PROFIL KLAS II
0.250
Btg List Profil Kayu Klas II
31,300.00
0.010
Kg Paku
22,100.00
0.050
O/H Kepala tukang
0.050
O/H Pekerja
0.050
O/H Tukang Kayu
0.003
O/H Mandor
136,800.00
4,420.00
8,258.00
69,715.00
244,185.00
7,825.00 221.00
123,120.00
6,156.00
68,400.00
3,420.00
109,440.00
5,472.00 410.40
1.000
M1 PASANG LIST PLAFOND GYPSUM PROFIL
0.250
Btg List Profil Gypsum
0.150
Kg Tepung Gypsum
108,125.00
16,218.75
0.060
O/H Pekerja
383,800.00
23,028.00
0.060
O/H Tukang
22,100.00
1,326.00
0.006
O/H Kepala tukang
109,440.00
656.64
0.003
O/H Mandor
68,400.00
205.20
10.000
110,638.00
3,838.00
29,500.00
7,825.00
221.00
23,504.40
0.00
48,809.59
7,375.00
41,434.59 54
42,869.00
169,277.50
15,458.40 53
58,639.50
42,869.00
166,212.00 52
34,015.50
22,100.00
62,244.00 51
7
12,312.00
1.000
123,120.00
6 33,187.50
24,624.00 50
57,356.60 167,994.60
7,375.00
M1 JURAI DALAM SENG PLAT BJLS 30
6.664
Lbr Seng plat bjls 30
0.080
M3 Papan kayu Klas II
72,000.00
479,808.00
0.200
Kg paku
0.050
M3 kayu Klas II 5/5
2.000
O/H Kepala tukang
0.200
O/H Pekerja
68,400.00
13,680.00
1.250
O/H Tukang Kayu
109,440.00
136,800.00
0.063
O/H Mandor
136,800.00
8,618.40
2,630,000.00
210,400.00
22,100.00
4,420.00
2,630,000.00 123,120.00
131,500.00 246,240.00
405,338.40
341,900.00
484,228.00
1,231,466.40
1.000 55
10.000
M1 Talang seng bjls 30 ..
123,146.64
M2 PENGECATAN KILAT 3X
4.250
Kg Cat kilat
38,600.00
164,050.00
0.570
Ltr Minyak cat
38,600.00
22,002.00
0.800
Kg Dempul
35,300.00
28,240.00
5.000
Lbr Amplas kayu
35,300.00
176,500.00
0.040
O/H Kepala tukang
0.070
O/H Pekerja
1.050 0.025
123,120.00
4,924.80
68,400.00
4,788.00
O/H Tukang Cat
109,440.00
114,912.00
O/H Mandor
136,800.00
3,420.00 128,044.80
1.000
M2 Pengecatan kilat 3X ..
1 56
2 10.000
3
4
5
4.250
Kg Cat kilat besi
38,600.00
0.570
Ltr Minyak cat
38,600.00
0.040
O/H Kepala tukang
0.070
O/H Pekerja
68,400.00
4,788.00
1.050
O/H Tukang Cat
109,440.00
114,912.00
0.025
O/H Mandor
136,800.00
123,120.00
22,002.00 4,924.80
3,420.00
M2 Pengecatan kilat 3X ..
1.000
M2 PENGECATAN DINDING
0.100
Kg Plamir
27,600.00
2,760.00
0.038
Kg Cat Dasar
16,600.00
624.00
0.260
Kg Cat Penutup 2x
16,600.00
0.020
O/H Pekerja
68,400.00
0.006
O/H Kepala tukang
123,120.00
775.66
0.063
O/H Tukang Cat
109,440.00
6,894.72
0.003
O/H Mandor
136,800.00
342.00
1.000
M2 PENGECATAN PLAFOND
0.360
Kg Cat dinding
0.006
O/H Kepala tukang
123,120.00
738.72
0.150
O/H Tukang Cat
109,440.00
16,416.00
0.008
O/H Mandor
136,800.00
1,094.40
1.000
M2 KARBOLIUM /RESIDU ATAP 2X
0.350
Kg karbolium
0.100
O/H Tukang Cat
109,440.00
10,944.00
0.005
O/H Mandor
136,800.00
684.00
1.000
M2 TEACK OIL
0.400
Kg Teakoil
0.200
O/H Tukang Cat
109,440.00
0.010
O/H Mandor
136,800.00
4,316.00 1,368.00
16,600.00
7,700.00
49,600.00
5,976.00
17,360.00 30,000.00
1,368.00 30,000.00
TITIK PASANG LAMPU XL 23 WATT
1.000
Bh Lampu XL 18 watt
49,600.00
49,600.00
2.000
M1 kabel NGA
5,600.00
11,200.00
2.000
M1 Pipa 1/4"
2,850.00
5,700.00
1.000
Bh Vitting Tempel
22,100.00
22,100.00
2.000
Bh Isolator
0.250
O/H Tukang listrik
1.000
Ttk Instalasi
1.000
TITIK PASANG LAMPU XL 8 WATT
1.000
Bh Lampu XL 8 watt
2.000 2.000 1.000
Bh Vitting Tempel
2.000
Bh Isolator
0.250
O/H Tukang listrik
1.000
Ttk Instalasi
28,988.00
21,888.00
1.000
1,200.00 82,180.00
24,225.12
17,360.00
75,000.00
109,440.00
17,080.38
5,976.00
53,256.00
2,400.00 27,360.00 82,180.00 109,540.00
62
314,096.80 31,409.68
23,256.00 61
186,052.00
1.000
11,628.00 60
7
164,050.00
18,249.12 59
6
M2 PENGECATAN BESI
9,380.38 58
518,836.80 51,883.68
128,044.80 57
390,792.00
91,000.00
33,100.00
33,100.00
M1 kabel NGA
5,600.00
11,200.00
M1 Pipa 1/4"
2,850.00
5,700.00
22,100.00
22,100.00
1,200.00
2,400.00
109,440.00
27,360.00
82,180.00
82,180.00
200,540.00
109,540.00 63
74,500.00
1.000
TITIK PASANG STOP KONTAK / SAKLAR
1.000
Bh Stop kontak/Saklar
22,100.00
22,100.00
3.000
M1 kabel NGA
5,600.00
16,800.00
2.000
M1 Pipa 1/4"
2,850.00
5,700.00
2.000
Bh Isolator
1,200.00
0.250
O/H Tukang listrik
1.000
Ttk Instalasi
109,440.00 82,180.00
2,400.00 27,360.00 82,180.00 109,540.00
64
47,000.00
1.000
TITIK PASANG SEKRING KAS 1 GRUP
1.000
Bh Sekring kas 1 grup
33,100.00
33,100.00
3.000
M1 kabel NGA
5,600.00
16,800.00
2.000
M1 Pipa 1/4"
2,850.00
5,700.00
0.830
O/H Tukang listrik
1.000
Ttk Instalasi
109,440.00 82,180.00
65
2
3
82,180.00
4
55,600.00
5
6.000
M1 PIPA GIP DIAMETER 1/2"
6.000
M1 Pipa GIP 1/2"
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
109,440.00
54,720.00
0.050
O/H Mandor
136,800.00
56,217.79
6
6,840.00 497,306.74
M2 WATER PROFING
0.500
Kg Aqua proof
0.006
O/H Kepala tukang
123,120.00
775.66
0.063
O/H Tukang Cat
109,440.00
6,894.72
0.003
O/H Mandor
136,800.00
75,000.00
37,500.00
342.00
6.000
M11 PIPA PVC DIAMETER 4"
6.000
M1 Pipa PVC 4"
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
109,440.00
54,720.00
0.050
O/H Mandor
136,800.00
35,791.74
37,500.00
160,000.00
6,840.00 374,750.44
1 M1 PERPIPAAN PVC 4" 6.000
M1 PIPA PVC DIAMETER 3"
6.000
M1 Pipa PVC 3"
29,416.81
176,500.86
1.000
Ls Alat bantu
160,000.00
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
109,440.00
54,720.00
0.050
O/H Mandor
136,800.00
6,840.00 336,500.86
1 M1 PERPIPAAN PVC 3"
425,420.86 70,903.48
1.000
BH PASANG KUNCI PINTU
1.000
Bh Kunci Pintu
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
1.000
BH PASANG EGSEL PINTU
1.000
Bh Engsel Pintu / Jendela
27,566.67
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
1.000
BH PASANG ENGSEL JENDELA
1.000
Bh Engsel Pintu / Jendela
27,566.67
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
423,600.00
423,600.00 27,360.00
23,256.00
450,960.00
474,216.00
27,566.67 27,360.00
23,256.00 71
463,670.44 77,278.41
88,920.00
70
45,512.38
214,750.44
88,920.00
69
586,226.74 97,704.46
1.000
8,012.38
68
7
160,000.00
1 M1 PERPIPAAN GIP 1/2"
67
228,615.20
337,306.74
88,920.00 66
156,540.00
90,835.20 173,015.20
1
184,040.00
54,926.67 27,566.67 27,360.00
78,182.67
23,256.00 72
1.000
BH PASANG GRENDEL PINTU/JENDELA
1.000
Bh Grendel Pintu / Jendela
16,566.67
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
0.010
O/H Mandor
136,800.00
54,926.67 16,566.67 27,360.00
21,888.00 1,368.00 23,256.00
73
1.000
BH PASANG KAIT ANGIN
1.000
Bh Kait Angin
27,566.67
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
43,926.67
74
75
76
2
3
27,360.00
4
1.000
BH PASANG TARIKAN PINTU/JENDELA
1.000
Bh Tarikan Pintu/Jendela
0.400
O/H Pekerja
68,400.00
27,360.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
6.000
50,616.00 M' PEMASANGAN PIPA HDPE 75 mm DAN 50 mm
0.800
O/H Pekerja
68,400.00
0.080
O/H Tukang
109,440.00
8,755.20
0.250
O/H Mandor
136,800.00
34,200.00
1.000
Ls Peralatan
25,000.00
25,000.00
1.000
122,675.20 M' PEMASANGAN PIPA HDPE 75 MM DAN 50 MM
1.000
M2 ROLLING DOOR ALUMINIUM
1.000
M2 Rolling Door Aluminium
75,000.00
1.000
O/H Pekerja
68,400.00
1.000
O/H Tukang Aluminium
109,440.00
109,440.00
0.100
O/H Kepala tukang
123,120.00
12,312.00
0.050
O/H Mandor
136,800.00
8,316.67
M2 Pintu Besi Lipat
95,000.00
1.200
O/H Pekerja
68,400.00
1.200
O/H Tukang Las Biasa
109,440.00
131,328.00
0.120
O/H Kepala tukang
123,120.00
14,774.40
0.006
O/H Mandor
136,800.00
820.80
1.000
M1 KUSEN BESI
1.000
M1 Besi Holo ( 4x4)cm
35,000.00
0.500
O/H Pekerja
68,400.00
0.250
O/H Tukang Las Biasa
109,440.00
27,360.00
0.025
O/H Kepala tukang
123,120.00
3,078.00
0.025
O/H Mandor
136,800.00
0.800
M2 Kawat Burung/ Ayam
4.000
Cm Pengelasan
35,000.00
0.065
O/H Tukang Las Biasa
109,440.00
0.032
O/H Mandor
136,800.00
122,675.20 20,445.87
6,840.00
1.000
2.000
58,932.67
75,000.00
M2 PINTU BESI LIPAT
M2 PAGAR KAWAT BESI M1 Pipa Galvanis 2"
8,316.67
68,400.00
1.000
1.000
7
54,720.00
68,400.00
75,000.00
271,992.00
95,000.00 82,080.00
82,080.00
95,000.00
324,003.20
35,000.00 34,200.00
3,420.00 33,858.00
79
6
78,182.67
8,316.67
146,923.20 78
54,926.67
5
128,592.00 77
67,182.67
27,566.67
23,256.00
1
78,182.67
34,200.00
35,000.00
231,855.00
463,710.00
44,500.00
35,600.00
103,058.00
140,000.00 7,113.60 4,377.60 11,491.20
639,310.00
650,801.20
#REF! Disusun Oleh : KONSULTAN PERENCANA CV. NUANSA TEKNIK ENGINEERING
ARMINA MOINTI, ST Ka. PERWAKILAN
26
1.000 30.000
M2 PAVING BLOK Bh Paving blok
3,544.97
106,349.10
0.100
M3 Pasir Pasang
383,800.00
38,380.00
0.100
Tukang batu
109,440.00
10,944.00
0.010
Kepala tukang
123,120.00
1,231.20
0.100
Pekerja
68,400.00
6,840.00
0.015
Mandor
136,800.00
2,052.00 21,067.20
38,380.00
106,349.10
165,796.30
###
4.04
4.36
0.196
0.2
2.08333333
0.48
27360 123120 2.9768 0.222222 0.3359312
Kg Plamir
Kg Cat Penutup 2x 0 0 0 0
3,544.97 198,518.32
PENAWARAN HARGA BAHAN BANGUNAN LOKAL
NO
URAIAN
SATUAN
1
2
3
I
HARGA SATUAN ( Rp ) 4
DAFTAR BAHAN
1
Pasir urug
2
Pasir pasang
3
Pasir Cor beton
4
Batu Pondasi
5 6
Kerikil Sirtu/ Timbunan Kali
7
Karang Urug
8 9
Batu pecah 2 - 3 cm Batu tela
10
Kayu / Papan Ketapang, Tinang
11
Kayu / papan Matoa
12
Kayu / papan Besi, Sineri, Labani, Linggua
Ret/Truck M3 M3 M3 M3 Ret/Truck M3 M3 Bh
M3 M3 M3
250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 275,000.00 650,000.00 1,500.00
1,800,000.00 2,500,000.00 4,000,000.00
Serui, 07 Agustus 2015 Penawar CV. TERATAI INDAH
AGUS PIDJIANTOPO DIREKTUR
ANALISA HARGA SATUAN KEGIATAN PEKERJAAN LOKASI THN. ANGG. NO
: PEMBANGUNAN SARANA DAN PRASARANA AIR BERSIH KAMPUNG KABUENA : PERBAIKAN SARANA DAN PRASARANA AIR BERRSIH KAMPUNG KABUENA KABUENA DISTRIK ANGKAISERA : 2016 URAIAN PEKERJAAN
1
HARGA
BAHAN
BAHAN
SATUAN
LOKAL
NON LOKAL
Rp
Rp
Rp
5
6
7
Rp
2 1
3
UPAH
4
1.000
M2 PEMBERSIHAN LOKASI
0.100
O/H Pekerja
116,880.00
11,688.00
0.050
O/H Mandor
194,800.00
9,740.00
1.000
M1 IHKAN DAN PENGUKURAN JALUR PIPA
1.000
M1 GALIAN TANAH UNTUK PEMASANGAN PIPA
21,428.00
2
JUMLAH
21,428.00 2,142.80
PIPA Ǿ 150 MM 0.285
M3 Galian Tanah
92,530.00
26,371.05
0.140
M3 Urugan Tanah
68,180.00
9,545.20
0.270
M3 Urugan Pasir
480,576.33
129,755.61 165,671.86
165,671.86
PIPA Ǿ 100 MM 0.240
M³ Galian Tanah
92,530.00
0.090
M³ Urugan Tanah
68,180.00
6,136.20
0.150
M³ Urugan Pasir
480,576.33
72,086.45
22,207.20
100,429.85
100,429.85
PIPA Ǿ 75 MM 0.158
M³ Galian Tanah
0.083
M³ Urugan Tanah
0.076
M³ Urugan Pasir
92,530.00
14,619.74
68,180.00
5,658.94
480,576.33
36,523.80 56,802.48
56,802.48
PIPA Ǿ 50 MM 0.138
M³ Galian Tanah
0.075
M³ Urugan Tanah
0.063
M³ Urugan Pasir
92,530.00
12,769.14
68,180.00
5,113.50
480,576.33 17,882.64
3
1.000
M1 PASANG BOUWPLANK DAN PENGUKURAN
0.009
M3 Kayu Klas II
0.040
Kg Paku
0.220
O/H Tukang Batu
155,840.00
34,284.80
0.020
O/H Kepala Tukang
175,320.00
3,506.40
0.070
O/H Pekerja
116,880.00
8,181.60
0.004
O/H Mandor
194,800.00
779.20
3,648,571.43
32,837.14
31,727.50
1,269.10
46,752.00 4
17,882.64
1.000
M3 GALIAN TANAH PONDASI
0.750
O/H Pekerja
116,880.00
0.025
O/H Mandor
194,800.00
32,837.14
1.000
M3 URUGAN KEMBALI BEKAS GALIAN
0.500
O/H Pekerja
116,880.00
0.050
O/H Mandor
194,800.00
4,870.00 92,530.00
58,440.00 9,740.00 68,180.00
6
1.000
M3 URUGAN PILIHAN DARI LUAR
1.200
M3 Urugan Pilihan
324,506.94
0.300
O/H Pekerja
116,880.00
0.010
O/H Mandor
194,800.00
68,180.00
389,408.33 35,064.00 1,948.00 37,012.00
7
80,858.24
87,660.00 92,530.00
5
1,269.10
1.000
M3 URUGAN PASIR BAWAH LANTAI
1.200
M3 Pasir urug
374,506.94
0.250
O/H Pekerja
116,880.00
29,220.00
0.010
O/H Mandor
194,800.00
1,948.00
389,408.33
426,420.33
449,408.33
31,168.00
449,408.33
480,576.33
1
2 8
3
1.000
M3 AANSTAMPING/ BATU KOSONG
1.200
M3 Batu kali / Batu Karang
508,506.94
0.780
O/H Pekerja
116,880.00
0.039
O/H Mandor
194,800.00
4
7,597.20
1.000
M3 PASANG PONDASI BATU KALI 1 : 3
1.200
M3 Batu kali / Batu Karang
508,506.94
4.040
Zak semen @ 50 Kg
233,312.50
0.486
M3 Pasir Beton
482,506.94
1.500
O/H Pekerja
116,880.00
175,320.00
0.750
O/H Tukang Batu
155,840.00
116,880.00
0.075
O/H Kepala tukang
175,320.00
13,149.00
0.075
O/H Mandor
194,800.00
14,610.00
708,971.93
942,582.50 234,498.37
1.000
M2 PLESTERAN 10 MM CAMP 1 : 3
0.108
Zak semen @ 50 Kg
233,312.50
0.013
M3 Pasir Beton
482,506.94
0.150
O/H Tukang Batu
155,840.00
0.015
O/H Kepala tukang
175,320.00
2,629.80
0.400
O/H Pekerja
116,880.00
46,752.00
0.020
O/H Mandor
194,800.00
844,706.70
942,582.50
2,107,248.20
25,197.75 6,272.59 23,376.00
3,896.00
1.000
M2 PEKERJAAN ACIAN
3.250
Kg Portland Cement
0.200
Pekerja
116,880.00
23,376.00
0.100
Tukang Batu
155,840.00
15,584.00
0.010
Kepala Tukang
175,320.00
1,753.20
0.010
Mandor
194,800.00
1,948.00
1.000
M3 LANTAI COR BETON TUMBUK
4,666.25
6,272.59
25,197.75
108,124.14
15,165.31
42,661.20 13
610,208.33
610,208.33
76,653.80 12
7
610,208.33
319,959.00 11
6
91,166.40 98,763.60
9
5
15,165.31
57,826.51
CAMP 1 Pc :3 Ps : 5 Kr 0.870
M3 Kerikil
482,506.94
4.360
Zak semen @ 50 Kg
233,312.50
419,781.04
0.520
M3 Pasir Beton
482,506.94
0.250
O/H Tukang Batu
155,840.00
0.025
O/H Kepala tukang
175,320.00
4,383.00
1.650
O/H Pekerja
116,880.00
192,852.00
0.080
O/H Mandor
194,800.00
1,017,242.50 250,903.61 38,960.00
15,584.00 251,779.00
14
1.000
M3 COR LANTAI KERJA BETON TANPA TULANGAN 1 :2 :3
0.820
M3 Kerikil
482,506.94
6.500
Zak semen @ 50 Kg
233,312.50
0.540
M3 Pasir Beton
482,506.94
1.000
O/H Tukang Batu
155,840.00
0.100
O/H Kepala tukang
175,320.00
17,532.00
6.000
O/H Pekerja
116,880.00
701,280.00
0.300
O/H Mandor
194,800.00
1.000
1,017,242.50
1,939,706.15
395,655.69 1,516,531.25 260,553.75 155,840.00
58,440.00 933,092.00
15
670,684.65
656,209.44
1,516,531.25
3,105,832.69
M2 COR LANTAI BETON TANPA TULANGAN 1 : 3 : 5 TEBAL 7 CM DIPLESTER
0.820
M3 Kerikil
482,506.94
4.090
Zak semen @ 50 Kg
233,312.50
395,655.69
0.500
M3 Pasir beton
482,506.94
0.500
O/H Tukang Batu
155,840.00
77,920.00
0.050
O/H Kepala tukang
175,320.00
8,766.00
6.000
O/H Pekerja
116,880.00
701,280.00
0.300
O/H Mandor
194,800.00
954,248.13 241,253.47
58,440.00 846,406.00
636,909.16
954,248.13
2,437,563.29
1 16
2
3
4
5
1.000
M' PIPA GALVANIS DIA. 2"
1.200
M' Pipa Gip Dia. 2" Medium A
298,883.33
358,660.00
0.350
Perlengkapan 35% Harga Pipa
104,609.17
36,613.21
0.108
OH Pekerja
116,880.00
12,623.04
0.180
OH Tukang
155,840.00
28,051.20
0.018
OH Kepala Tukang
175,320.00
3,155.76
0.005
OH Mandor
194,800.00
395,273.20
1.000
M' PIPA GALVANIS DIA. 2 1/2"
1.200
M' Pipa Gip Dia. 3" Medium A
508,883.00
610,659.60
0.350
Perlenkapan 35% Harga Pipa
178,109.05
62,338.17
0.108
OH Pekerja
116,880.00
12,623.04
0.180
OH Tukang
155,840.00
28,051.20
0.018
OH Kepala Tukang
175,320.00
3,155.76
0.005
OH Mandor
194,800.00
672,997.77
1.000
M' PIPA GALVANIS DIA. 4"
1.200
M' Pipa Gip Dia.4" Medium A
899,800.00
1,079,760.00
0.350
Perlenkapan 35% Harga Pipa
314,930.00
110,225.50
0.135
OH Pekerja
116,880.00
15,778.80
0.225
OH Tukang
155,840.00
35,064.00
0.023
OH Kepala Tukang
175,320.00
4,032.36
0.007
OH Mandor
194,800.00
1,189,985.50
1.000
M' PIPA GALVANIS DIA. 1/2"
1.200
M' Pipa Gip Dia.1/2" Medium A
70,941.67
85,130.00
0.350
Perlenkapan 35% Harga Pipa
24,829.58
8,690.35
0.054
OH Pekerja
116,880.00
6,311.52
0.090
OH Tukang
155,840.00
14,025.60
0.009
OH Kepala Tukang
175,320.00
1,577.88
0.027
OH Mandor
194,800.00
93,820.36
1.000
M3 PONDASI BETON BERTULANG (150 KG BESI + BEKESTING)
0.200
M3 Kayu Klas I
1.500
Kg Paku Campur 5-12 cm
22,100.00
0.400
Ltr Minyak Bekesting
27,600.00
11,040.00
157.500
Kg Besi Beton Polos
16,221.15
2,554,831.13
2.250
Kg Kawat Beton
33,052.50
74,368.13
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
233,312.50
0.540
M3 Pasir Beton
482,506.94
5.300
O/H Pekerja
116,880.00
619,464.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.300
O/H Tukang Kayu
155,840.00
202,592.00
1.050
O/H Tukang Besi
155,840.00
163,632.00
0.262
O/H Kepala tukang
175,320.00
45,933.84
0.265
O/H Mandor
194,800.00
4,225,000.00
120,994.96
845,000.00 33,150.00
677,320.00 1,586,525.00 260,553.748
51,622.00 1,126,099.84
21
1,246,224.26
5,259.60 27,174.60
20
717,801.77
1,363.60 56,238.76
19
440,077.20
974.00 44,804.00
18
7
974.00 44,804.00
17
6
1,782,873.75
4,259,914.25
1.000
M3 KOLOM BETON BERTULANG (250 KG BESI + BEKESTING)
0.400
M3 Kayu Klas I
4.000
Kg Paku Campur 5-12 cm
22,100.00
2.000
Ltr Minyak Bekesting
27,600.00
55,200.00
250.000
Kg Besi Beton Polos
16,221.15
4,055,287.50
4.500
Kg Kawat Beton
33,052.50
148,736.25
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
233,312.50
0.540
M3 Pasir Beton
482,506.94
8.000
Btg Dolken DIA 8 cm P= 4 m
4.350
O/H Pekerja
116,880.00
508,428.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.650
O/H Tukang Kayu
155,840.00
257,136.00
2.100
O/H Tukang Besi
155,840.00
327,264.00
0.403
O/H Kepala tukang
175,320.00
70,653.96
0.355
O/H Mandor
194,800.00
4,225,000.00
7,168,887.84
1,690,000.00 88,400.00
677,320.00 1,586,525.00 260,553.75
61,166.67
489,333.36
69,154.00 1,275,491.96
3,117,207.11
5,934,148.75
10,326,847.82
1 22
2
3
4
M3 Kayu Klas I
3.200
Kg Paku Campur 5-12 cm
22,100.00
1.600
Ltr Minyak Bekesting
27,600.00
44,160.00
210.000
Kg Besi Beton Polos
16,221.15
3,406,441.50
4,225,000.00
1,352,000.00 70,720.00
3.000
Kg Kawat Beton
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
677,320.00
6.800
Zak Semen PC (@ 50 Kg)
233,312.50
1,586,525.00
0.540
M3 Pasir Beton
482,506.94
260,553.75
Btg Dolken DIA 8 cm P= 4 m
33,052.50
99,157.50
61,166.67
978,666.72
6.350
O/H Pekerja
116,880.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.650
O/H Tukang Kayu
155,840.00
257,136.00
1.400
O/H Tukang Besi
155,840.00
218,176.00
0.333
O/H Kepala tukang
175,320.00
58,381.56
0.318
O/H Mandor
194,800.00
742,188.00
61,946.40 4,855,065.47
3,620,479.00
1.000
M3 PLAT BETON BERTULANG (150 KG BESI + BEKESTING)
0.320
M3 Kayu Klas I
3.200
Kg Paku Campur 5-12 cm
22,100.00
1.600
Ltr Minyak Bekesting
27,600.00
44,160.00
157.500
Kg Besi Beton Polos
16,221.15
2,554,831.13
4,225,000.00
2.250
Kg Kawat Beton
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
233,312.50
0.540
M3 Pasir Beton
482,506.94
12.000
Btg Dolken DIA 8 cm P= 4 m
9,856,228.43
1,352,000.00 70,720.00
33,052.50
74,368.13 677,320.00 1,586,525.00 260,553.75
61,166.67
734,000.04
5.300
O/H Pekerja
116,880.00
619,464.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.300
O/H Tukang Kayu
155,840.00
202,592.00
1.050
O/H Tukang Besi
155,840.00
163,632.00
0.265
O/H Kepala tukang
175,320.00
46,459.80
0.265
O/H Mandor
194,800.00
51,622.00 1,126,625.80
3,023,873.79
4,330,604.25
1.000
M1 KOLOM PRAKTIS BETON BERTULANG
0.002
M3 Kayu Klas I
0.010
Kg Paku Campur 5-12 cm
22,100.00
221.00
3.000
Kg Besi Beton Polos
16,221.15
48,663.45
0.045
Kg Kawat Beton
0.009
M3 Batu Pecah 2 - 3 cm
826,000.00
0.080
Zak Semen PC (@ 50 Kg)
233,312.50
0.006
M3 Pasir Beton
482,506.94
0.180
O/H Pekerja
116,880.00
21,038.40
0.020
O/H Tukang Batu
155,840.00
3,116.80
0.020
O/H Tukang Kayu
155,840.00
3,116.80
0.020
O/H Tukang Besi
155,840.00
3,116.80
0.006
O/H Kepala tukang
175,320.00
1,051.92
0.009
O/H Mandor
194,800.00
2,080,000.00
8,481,103.84
4,160.00
33,052.50
1,487.36 7,434.00 18,665.00 2,895.04
1,753.20 33,193.92
25
7
0.320
1,380,683.96
24
6
M3 BALOK BETON BERTULANG (200 KG BESI + BEKESTING)
16.000
23
5
1.000
14,489.04
69,036.81
1.000
M1 RING BALOK BETON BERTULANG (10 X 15 ) CM
0.003
M3 Kayu Klas III
0.020
Kg Paku Campur 5-12 cm
22,100.00
442.00
3.600
Kg Besi Beton Polos
16,221.15
58,396.14
0.050
Kg Kawat Beton
0.015
M3 Batu Pecah 2 - 3 cm
826,000.00
2,080,000.00
116,719.77
6,240.00
33,052.50
1,652.63 12,390.00
0.110
Zak Semen PC (@ 50 Kg)
233,312.50
0.009
M3 Pasir Beton
482,506.94
25,664.38
0.297
O/H Pekerja
116,880.00
34,713.36
0.033
O/H Tukang Batu
155,840.00
5,142.72
0.033
O/H Tukang Kayu
155,840.00
5,142.72
0.033
O/H Tukang Besi
155,840.00
5,142.72
0.010
O/H Kepala tukang
175,320.00
1,753.20
0.015
O/H Mandor
194,800.00
2,922.00
4,342.56
54,816.72
22,972.56
86,155.14
163,944.42
1 26
2
3
4
6
1.000
M3 SLOOF BETON BERTULANG (200 KG BESI + BEKESTING)
0.270
M3 Kayu Klas III
2.000
Kg Paku Campur 5-12 cm
22,100.00
0.600
Ltr Minyak Bekesting
27,600.00
16,560.00
210.000
Kg Besi Beton Polos
16,221.15
3,406,441.50
2,080,000.00
44,200.00
3.000
Kg Kawat Beton
0.810
M3 Batu Pecah 2 - 3 cm
826,000.00
669,060.00
6.720
Zak Semen PC (@ 50 Kg)
233,312.50
1,567,860.00
0.540
M3 Pasir Beton
482,506.94
260,553.75
5.650
O/H Pekerja
116,880.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.560
O/H Tukang Kayu
155,840.00
243,110.40
1.400
O/H Tukang Besi
155,840.00
218,176.00
0.323
O/H Kepala tukang
175,320.00
56,628.36
0.283
O/H Mandor
194,800.00
10.000
7
561,600.00
33,052.50
99,157.50
660,372.00
55,128.40 1,276,271.16
27
5
3,059,073.75
3,566,359.00
7,901,703.91
M1 SALURAN KELILING PAS. BATU TELA CAMP 1Pc : 2Ps UKURAN 25X25CM DIPLESTER 10 MM CAMP.1Pc : 2Ps
111.000
Bh Batu tela
2,925.71
324,753.81 186,377.43
0.350
M3 Pasir pasang
532,506.94
1.750
Zak Semen PC (@ 50 Kg)
233,312.50
1.125
O/H Tukang Batu
155,840.00
0.190
O/H Kepala tukang
175,320.00
33,310.80
3.150
O/H Pekerja
116,880.00
368,172.00
0.169
O/H Mandor
194,800.00
32,921.20
8.500
M3 Plesteran 10 mm 1 : 3
108,124.14
919,055.19
1.000
M1 selokan batu tela 25x25 cm
6.000
M1 PIPA GIP DIAMETER 1/2"
6.000
M1 Pipa GIP 1/2"
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
155,840.00
77,920.00
0.050
O/H Mandor
194,800.00
408,296.88 175,320.00
1,528,779.19 28
511,131.24
408,296.88
244,820.73 56,217.79
337,306.74 160,000.00
9,740.00 115,020.00
497,306.74
1 M1 PERPIPAAN GIP 1/2" 29
M11 PIPA PVC DIAMETER 4"
6.000
M1 Pipa PVC 4"
102,720.00
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
155,840.00
77,920.00
0.050
O/H Mandor
194,800.00
616,320.00 160,000.00
9,740.00 776,320.00
1 M1 PERPIPAAN PVC 4"
891,340.00 148,556.67
6.000
M1 PIPA PVC DIAMETER 3"
6.000
M1 Pipa PVC 3"
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
155,840.00
77,920.00
0.050
O/H Mandor
194,800.00
29,416.81
176,500.86 160,000.00
9,740.00 115,020.00
1 M1 PERPIPAAN PVC 3"
612,326.74 102,054.46
6.000
115,020.00
30
2,448,207.31
336,500.86
451,520.86 75,253.48
PEMASANGAN PIPA 1 26
2
3
4
5
6.000
M' PEMASANGAN PIPA HDPE mm
1.100
O/H Pekerja
116,880.00
128,568.00
0.600
O/H Tukang
155,840.00
93,504.00
0.180
O/H Mandor
194,800.00
35,064.00
1.000
Ls Peralatan
10,000.00
6
10,000.00 267,136.00
27
1.000
M' PEMASANGAN PIPA HDPE 150 MM
6.000
M' PEMASANGAN PIPA HDPE mm
0.800
O/H Pekerja
116,880.00
93,504.00
0.400
O/H Tukang
155,840.00
62,336.00
0.175
O/H Mandor
194,800.00
34,090.00
1.000
Ls Peralatan
10,000.00
10,000.00
1.000
M' PEMASANGAN PIPA HDPE 150 MM
1.000
M' PENGETESAN DAN PENCUCIAN PIPA
0.018
M3 Air
0.017
O/H Pekerja
116,880.00
1,986.96
0.010
O/H Tukang pipa
155,840.00
1,558.40
0.001
O/H Kepala Tukang
175,320.00
175.32
0.001
O/H Mandor
194,800.00
194.80
0.010
Jam Mesin Pompa Kompresor
150,000.00
1,500.00
1.000
Ls Alat Bantu
10,000.00
10,000.00
1.000
M2 DINDING KERAMIK 20 X 25 CM
267,136.00 44,522.67
199,930.00
29
50,000.00
900.00
20.000
Bh Keramik Dinding
2,664.00
0.152
Zak semen @ 50 Kg
108,125.00
0.010
M3 Pasir pasang
383,800.00
0.200
Kg semen putih
22,100.00
0.500
O/H Pekerja
68,400.00
34,200.00
1.000
O/H Tukang Batu
109,440.00
109,440.00
0.100
O/H Kepala tukang
123,120.00
12,312.00
0.075
O/H Mandor
136,800.00
1.000
16,435.00 4,420.00
10,260.00 3,838.00
74,135.00
244,185.00
M2 LANTAI KERAMIK 30X30
11.000
Bh keramik 30x30
0.032
M3 Pasir pasang
383,800.00
0.034
M3 Pasir pasang
108,125.00
1.500
Kg semen putih
22,100.00
0.025
O/H Pekerja
68,400.00
1,710.00
0.125
O/H Tukang Batu
109,440.00
13,680.00
0.010
O/H Kepala tukang
123,120.00
1,231.20
0.010
O/H Mandor
136,800.00
10.000
16,315.48
3,838.00
6,489.00
71,379.00 12,281.60 3,676.25 33,150.00
1,368.00 17,989.20
31
900.00 53,280.00
166,212.00 30
199,930.00 33,321.67
15,415.48 29
7
3,676.25
116,810.60
138,476.05
M2 PENGECATAN BESI
4.250
Kg Cat kilat besi
38,600.00
0.570
Ltr Minyak cat
38,600.00
0.040
O/H Kepala tukang
0.070
O/H Pekerja
68,400.00
4,788.00
1.050
O/H Tukang Cat
109,440.00
114,912.00
0.025
O/H Mandor
136,800.00
3,420.00
123,120.00
164,050.00 22,002.00 4,924.80
128,044.80
186,052.00
314,096.80
KONSULTAN PERENCANA CV. TRIZAJI ENGINEERING CONSULTANT
ARMINA MOINTI,ST DIREKTRIS
26
1.000 30.000
M2 PAVING BLOK Bh Paving blok
3,544.97
106,349.10
0.100
M3 Pasir Pasang
383,800.00
38,380.00
0.100
Tukang batu
#REF!
#REF!
0.010
Kepala tukang
#REF!
#REF!
0.100
Pekerja
#REF!
#REF!
0.015
Mandor
#REF!
#REF! #REF!
38,380.00
106,349.10
#REF!
###
4.04
4.36
ONSULTANT
3,544.97 198,518.32
DAFTAR HARGA UPAH & BAHAN PEKERJAAN LOKASI THN. ANGGARAN
: PEMBANGUNAN BAK INTAKE DAN PIPANISASI INDUK AIR BERSIH KAMP. SARUMAN : SARUMAN DISTRIK WINDESI KABUPATEN KEP. YAPEN : 2015
NO
URAIAN
1
2 I 1 2 3 4 5 II
DAFTAR UPAH Mandor Kepala tukang Tukang Batu Pekerja Tukang Air
SATUAN 3
HARGA SATUAN ( Rp ) 4
H/o H/o H/o H/o Ttk
194,800.00 175,320.00 155,840.00 116,880.00 155,840.00
DAFTAR BAHAN
1 2
Semen @ 50 Kg + Biaya Angkut Ke Lokasi Pekerjaan Semen putih
Zak Kg
233,312.50 8,250.00
3
Pasir urug
M3
374,506.94
4
Pasir pasang
532,506.94
5
Pasir beton
6
Batu Pondasi
7
Kerikil
8
Sirtu
9
Urugan Pilihan
M M3 M3 M3 M3 M3 M3
10 11
Batu pecah 2 - 3 cm Batu tela
12
Kayu / Papan Klas III
13
Kayu / papan Klas II
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Kayu / papan Klas I Dolken Kayu DIA 8-10 cm/ 400 cm Paku campur Paku Tripleks Paku seng Besi beton DIA 12 mm Polos Besi beton Dia 8 mm Polos Besi Beton DIA 10 mm Kawat Las RB (3,2) Pengelasan Kawat ikat Cat kilat Cat dinding /plafond Cat besi Residu/karbolium Minyak Bekesting Mesin Pompa Kompresor
3
Bh
M3 M3 M3 Btg Kg Kg Kg Kg Kg Kg Kg Cm Kg Kg Kg Kg Ltr Ltr Jam
482,506.94 508,506.94 482,506.94 374,506.94 324,506.94 1,094,770.00 7,800.00 2,843,571.43 3,648,571.43 5,891,071.43 138,220.00 31,727.50 37,765.00 37,765.00 24,616.91 24,616.91 24,616.91 65,000.00 35,000.00 33,052.50 38,600.00 16,600.00 38,600.00 49,600.00 27,600.00 150,000.00
1
2 IV 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
3
4
DAFTAR BAHAN AIR Paralon (PVC) dia 4" Paralon (PVC) dia 3" Pipa galvanis (GIP) dia 1/2"(medium A) Pipa galvanis (GIP) dia 2"(medium A) Pipa galvanis (GIP) dia 2 1/2"(medium A) Pipa galvanis (GIP) dia 3"(medium A) Pipa galvanis (GIP) dia 4"(medium A) Kran air aluminium 1/2 " Alat Bantu Pipa HDPE 150 mm Pipa HDPE 100 mm Pipa HDPE 75 mm Pipa HDPE 50 mm Gate Valve Falange 100 mm Gate Valve Falange 62,5 mm Gate Valve Falange 50 mm Tee Gip 2" Tee Gip 2 1/2" Tee Gip 3" Tee All Flange 62,5 mm x 62,5 mm Tee All Flange 62,5 mm x 50 mm Tee All Flange 50 mm x 50 mm Tee All Flange 75 mm x 62.5 mm Tee All Flange 75 mm x 75 mm Pasang Bend 90 100 mm Pasang Bend 90 62,5 mm Pasang Bend 90° Ǿ 50 mm Pasang Bend 45° Ǿ 50 mm Pasang Bend 45° Ǿ 62.5 mm Pasang Bend 45° Ǿ 75 mm Elbow 450 Ǿ 50 mm Elbow 450 Ǿ 75 mm Elbow 450 Ǿ 100 mm Elbow 900 Ǿ 50 mm Elbow 900 Ǿ 75 mm Elbow 900 Ǿ 100 mm Strainer Flange GIP Ǿ 150 mm Strainer Flange GIP Ǿ 100 mm Flange GIP Ǿ 100 mm Flange GIP Ǿ 75 mm Flange GIP Ǿ 62.5 mm Flange GIP Ǿ 50 mm
M1
Clamp Saddle Ǿ 2x1" Clamp Saddle Ǿ 1x1/2" Double Nepple GIV Ǿ 1//2" Sock Drat GIV Ǿ 1" Sock Drat GIV Ǿ 1/2" Coupling 1/2" Elbow 1/2" Kran 1/2"
Bh Bh Bh Bh Bh Bh Bh Bh
M1 M1 M1
Bh Ls
M1 M1 M1 M1 M1 Bh Bh
Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh
102,720.00 73,000.00 70,941.67 298,883.33 508,883.00 633,154.17 899,800.00 42,450.00 10,000.00 645,048.75 325,966.25 204,662.50 97,617.50 4,313,450.00 3,293,025.00 2,272,600.00 76,975.00 135,725.00 194,475.00 3,550,000.00 0.00 467,625.00 957,800.00 966,562.50 582,225.00 469,500.00 306,200.00 273,700.00 388,912.50 504,125.00 95,737.50 157,637.50 223,037.50 103,137.50 182,337.50 260,137.50 3,478,300.00 2,627,475.00 273,025.00 220,437.50 187,643.75 154,850.00 228,260.00 178,260.00 16,200.00 19,450.00 11,400.00
42,725.00 15,700.00 42,725.00
Harga Asli 194,800.00 175,320.00 155,840.00 116,880.00 155,840.00
133,312.50 6,250.00 324,506.94 432,506.94 432,506.94 408,506.94 432,506.94 324,506.94 324,506.94 894,770.00 7,800.00 2,843,571.43 3,648,571.43 5,891,071.43 138,220.00 31,727.50 37,765.00 37,765.00 22,616.91 22,616.91 22,616.91
Tambahan Biaya Pikul 100,000.00 2,000.00 50,000.00 100,000.00 50,000.00 100,000.00 50,000.00 50,000.00 200,000.00 2,000.00 2,000.00 2,000.00
INTAKE
INTAKE
92,720.00 63,000.00 70,941.67 298,883.33 633,154.17 884,800.00 42,450.00 10,000.00
630,048.75 315,966.25 204,662.50 97,617.50 4,113,450.00
10,000.00 10,000.00
15,000.00
15,000.00 10,000.00
200,000.00
2,272,600.00 76,975.00
INTAKE
194,475.00
3,550,000.00 467,625.00 957,800.00 966,562.50 582,225.00 469,500.00 306,200.00 273,700.00 504,125.00 95,737.50 157,637.50 223,037.50 103,137.50 182,337.50 260,137.50 3,403,300.00 2,552,475.00 263,025.00 215,437.50 154,850.00 228,260.00 178,260.00 16,200.00 19,450.00 11,400.00
INTAKE
75,000.00 75,000.00 10,000.00 5,000.00
198400 101440 114120 126800 63,400.00 63,400.00 63,400.00 1.6 1.8 2 101440 114120 126800 KAHAR SERMIADI ###
90,000.00
91,000.00
23,000.00
22,000.00
225,000.00 224,000.00 300,000.00 300,000.00 225,000.00 224,000.00 225,000.00 224,000.00 225,000.00 224,000.00 225,000.00 224,000.00 225,000.00 224,000.00 650,000.00 650,000.00 2,500.00
2,600.00
### ### ### 107,300.00 ### 83,350.00 ### 65,500.00
### ### ### ###
19,163.47 19,000.00 20,000.00 22,110.68 22,000.00 23,000.00 117,292.50 117,300.00 120,000.00 65,000.00 65,000.00 65,500.00 35,000.00 35,000.00 35,000.00 33,052.50 33,050.00 33,000.00 41,242.50 41,225.00 41,300.00 17,842.50 17,825.00 18,000.00 41,242.50 41,225.00 41,300.00 23,692.50 23,500.00 23,700.00 41,242.50 41,200.00 41,300.00 58,792.50 58,800.00 58,750.00 41,242.50 41,250.00 41,200.00 37,732.50 37,700.00 36,000.00
DAFTAR HARGA UPAH & BAHAN KEGIATAN PEKERJAAN LOKASI THN. ANGGARAN
: PENINGKATAN UPAYA KESEHATAN KABUPATEN KEPULAUAN YAPEN : PEMASANGAN INSTALASI AIR DAN PEMBUATAN MENARA AIR : SERUI DISTRIK YAPEN SELATAN KABUPATEN KEP. YAPEN : 2014
NO
URAIAN
1
2 I 1 2 3 4 5 II
DAFTAR UPAH Mandor Kepala tukang Tukang Pekerja Tukang listrik
SATUAN 3
H/o H/o H/o H/o Ttk
DAFTAR BAHAN
1 2
Semen @ 50 Kg Semen putih
Zak Kg
3
Pasir urug
4
Pasir pasang
5
Pasir beton
6
Batu Pondasi
7
Kerikil
8
Sirtu
9
Urugan Pilihan
M3 M3 M3 M3 M3 M3 M3 M3
10 11 12 13 14 15
Batu pecah 2 - 3 cm Batu tela Keramik Lantai 40 x 40 cm Keramik Lantai 30 x 30 cm Keramik Lantai KM/WC 20 x 20 cm Keramik Dinding 20 x 25 cm
16
Kayu / Papan Klas III
17
Kayu / papan Klas II
18 19 20 21 22 23 24 25 26 27 28 29 30 31
Kayu / papan Klas I Dolken Kayu DIA 8-10 cm/ 400 cm Paku campur Besi beton DIA 12 mm Polos Besi beton Dia 8 mm Polos Besi Beton DIA 10 mm Kawat ikat Cat kilat Cat besi Minyak Bekesting Meni Aqua Proof Minyak cat Kunci Gembok
III 1 2 3 4 5 6 7 8
Bh Bh Bh Bh Bh
M3 M3 M3 Btg Kg Kg Kg Kg Kg Kg Kg Ltr Kg Kg Ltr Bh
DAFTAR BAHAN AIR Paralon (PVC) dia 4" Paralon (PVC) dia 3" Pipa galvanis (GIP) dia 1/2"(medium A) Pipa galvanis (GIP) dia 2"(medium A) Kran air aluminium 1/2 " Lem paralon Alat Bantu Instalasi Air Bersih
M1 M1 M1 M1 Bh Tube Ls Ttk
1
2 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Pipa HDPE 75 mm Pipa HDPE 62,5 mm Pipa HDPE 50 mm Gate Valve Falange 62,5 mm Gate Valve Falange 50 mm Gate Valve Falange 100 mm Tee All Flange 62,5 mm x 62,5 mm Tee All Flange 62,5 mm x 50 mm Tee All Flange 50 mm x 50 mm Tee All Flange 75 mm x 62,5 mm Tee All Flange 75 mm x 75 mm Tee All Flange 100 mm x 50 mm Pasang Bend 90 75 mm Pasang Bend 90 62,5 mm Pasang Bend 90° 50 mm Pipa HDPE 150 mm Pipa HDPE 100 mm Reducer 150 mm x 100 mm
3
M1 M1 M1 Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M1 M1 Bh
KONTRAKTOR PELAKSANA CV. NAIN INDAH
DINA M. SEMBOARI, SH DIRETRIS
& BAHAN
BUPATEN KEPULAUAN YAPEN EMBUATAN MENARA AIR PATEN KEP. YAPEN
HARGA SATUAN ( Rp ) 4
136,800.00 123,120.00 109,440.00 68,400.00 109,440.00
108,125.00 22,100.00
101440 114120 126800 63,400.00 63,400.00 63,400.00 1.6 1.8 2 101440 114120 126800 KAHAR SERMIADI 90,000.00 23,000.00
91,000.00 22,000.00
311,200.00
225,000.00
224,000.00
383,800.00
300,000.00
300,000.00
311,200.00
225,000.00
224,000.00
311,200.00
225,000.00
224,000.00
311,200.00
225,000.00
224,000.00
311,200.00
225,000.00
224,000.00
311,200.00
225,000.00
224,000.00
23,112.50
826,000.00 2,925.71
13,296.00 6,489.00 2,664.00 3,330.00 2,080,000.00 2,630,000.00 4,225,000.00 61,166.67 22,100.00 16,221.15 20,612.82 17,841.94 33,052.50 38,600.00 38,600.00 27,600.00 38,600.00 75,000.00 38,600.00 55,066.67
35,791.74 29,416.81 56,217.79 231,855.00 22,029.17 8,900.00 160,000.00 75,000.00
14,096.16 2,822.04 3,527.55 2,398,500.00 4,153,500.00 107,250.00 83,362.50 65,520.00
650,000.00 650,000.00 2,500.00 2,600.00 14,096.16 14,050.00 2,500.00 2,800.00 3,300.00 3,500.00 2,300,000.00 2,200,000.00 4,200,000.00 4,150,000.00 107,300.00
107,000.00 85,000.00 66,000.00
19,163.47 65,000.00 35,000.00 33,052.50 #REF! 23,692.50 58,792.50 37,732.50 5,908.50 217,035.00 450,742.50
83,350.00 65,500.00 19,000.00 65,000.00 35,000.00 33,050.00 #REF! 23,500.00 58,800.00 37,700.00 6,000.00 216,000.00 450,000.00
49,368.29 35,589.44 52,998.50 23,634.00 9,652.50
49,500.00 35,600.00 53,000.00 23,600.00 9,600.00
49,200.00 35,000.00 53,000.00 23,500.00 10,000.00
1,446,500.00 1,650,000.00 2,500,000.00
1,450,000.00 1,650,000.00 2,500,000.00
1,450,000.00 1,650,000.00 2,500,000.00
20,000.00 65,500.00 35,000.00 33,000.00 #REF! 23,700.00 58,750.00 36,000.00 6,000.00 217,000.00 455,000.00
KTOR PELAKSANA NAIN INDAH
M. SEMBOARI, SH
4 245,400.00 189,450.00 133,500.00 2,768,695.50 2,609,700.00 3,250,000.00 944,900.00 892,400.00 879,500.00 957,800.00 1,023,200.00 1,084,000.00 560,000.00 469,500.00 379,000.00 285,000.00 250,000.00 650,000.00
6.25
111,900.00 55950
2927691 2609700
317991 158995.5
1023200 957800
65400
181,000.00 90500 469,500.00
: : :
PEMBANGUNAN BAK INTAKE DAN PIPANISASI INDUK AIR BERSIH KAMP. KABUENA KABUENA DISTRIK ANGKAISERA KABUPATEN KEPULAUAN YAPEN 2016
NO
URAIAN PEKERJAAN
VOL
SAT
1
2
3
4
I
JUMLAH SATUAN ( Rp ) 5
TOTAL HARGA ( Rp ) ( 6=3x5 )
PEKERJAAN PERSIAPAN 1
2 3
4 II
Pembersihan Dan Pengukuran Jalur Pipa Pembersihan Lokasi Intake Pemasangan Bowplank Foto Dokumentasi
1,500.00 35.76 15.11 3.00
M2 M' Set
M'
2,142.80 21,428.00 80,858.24 500,000.00
3,214,200.00 766,265.28 1,221,768.05 1,500,000.00 6,702,233.33
4.83
M3
2,107,248.20
10,178,008.81 10,178,008.81
0.41
M3 M2
8,481,103.84
3,477,252.57
M2
108,124.14 57,826.51
2,305,206.67 1,232,861.25 7,015,320.49
Bh M' Bh Bh Ls Ls
4,313,450.00 1,246,224.26 2,552,475.00 273,025.00 2,500,000.00 1,500,000.00
PEKERJAAN TANAH DAN PONDASI 5
III
Pasangan Batu Kali 1Pc : 3Psr
PEKERJAAN LANTAI DAN DINDING DAN BETON 1
Cor Beton Bertulang 1 Pc ; 3 Ps ; 5 Kr
2 3
Plesteran Dinding batu Kali 1:3 Acian Dinding
IV 1 2 3 4 5 6
21.32 21.32
PENGADAAN/PEMASANGAN PIPA &ACC. PADA INTAKE Gate Valve Flange Ǿ 100 mm Pipa GIP Ǿ 100 mm Strainer Flange Ǿ 100 mm Flang GIP Ǿ 100 mm, Termasuk Baut Pekerjan Pemasangan Pintu Saringan Bak Pemasangan Pipa Intake dan Aksesoris
2.00 7.00 1.00 4.00 1.00 1.00
8,626,900.00 8,723,569.82 2,552,475.00 1,092,100.00 2,500,000.00 1,500,000.00 24,995,044.82
PENGADAAN/PEMASANGAN Acc. PIPA GALVANIS BAK PENAMPUNG DAN INSTALASI
V 1 2 3 4 6 9 11
Gate Valve Falange 62.5 mnm Pipa GIP Ǿ 62.5 mm Flange GIP Ǿ 62.5 mm Tee GIP 62.5 mm Bend 90° 50 mm Pipa GIP Ǿ 12.5 mm Pipa GIP Ǿ 50 mm
2.00 6.00 4.00 2.00 4.00 90.00 270.00
Bh M' Bh Bh Bh M' M'
3,293,025.00 717,801.77 187,643.75 135,725.00 306,200.00 120,994.96 440,077.20
6,586,050.00 4,306,810.61 750,575.00 271,450.00 1,224,800.00 10,889,546.27 118,820,845.06 142,850,076.94
220.00 0.36
M' M3
17,882.64 8,481,103.84
3,934,180.80 3,042,596.00 6,976,776.80
30.00 60.00 90.00 30.00 30.00 30.00
Bh Bh Bh Bh Bh Bh
228,260.00 16,200.00 15,700.00 42,725.00 11,400.00 42,725.00
6,847,800.00 972,000.00 1,413,000.00 1,281,750.00 342,000.00 1,281,750.00 12,138,300.00
1.00
Ls
5,000,000.00
5,000,000.00 5,000,000.00
1.00
Unit
3,000,000.00
1.00
Ls
3,000,000.00
3,000,000.00 3,000,000.00
PEKERJAAN PEMASANGAN PIPA
VI 1 3
VII 1 2 3 4 5 6
VIII 1
IX 1 2
Galian Tanah/Urugan Tanah Pipa Ǿ 50 mm Pembuatan Trush Blok ( Beton 1 : 3 : 5 )
PENGADAAN Acc PIPA GALVANIS Clam Saddle 50 mm x 1/2" Double Niple 1/2" Elbow 1/2" Coupling 1/2" Sokket 1/2" Kran 1/2"
PEMASANGAN Acc PIPA GALVANIS Pemasangan Acsesoris Pipa
PEKERJAAN LAIN-LAIN Pembuatan/Pasang Plat Mainhole Lengkap Dengan Kunci Pengaman Pembuatan/Pasang Plat Penutup Bak Penampung Lengkap Dengan Kunci Pengaman
6,000,000.00
X
PEKERJAAN AKHIR 1
Pengembalian & Perapihan Bekas Galian
200.00
Ls
3,600.00
720,000.00 720,000.00
Real cost PPn 10 % Jumlah Dibulatkan
222,575,761.19 22,257,576.12 244,833,337.31 244,833,337
REKAPITULASI AKHIR PEKERJAAN LOKASI TAHUN ANGGARAN
I II III IV V VI VII VIII IX X
: PEMBANGUNAN BAK INTAKE DAN PIPANISASI INDUK AIR BERSIH KAMP. KABUENA : KABUENA DISTRIK ANGKAISERA KABUPATEN KEPULAUAN YAPEN : 2016
PEKERJAAN PERSIAPAN ……………………………………….... PEKERJAAN TANAH DAN PONDASI ……………………………………….... PEKERJAAN LANTAI DAN DINDING DAN BETON ……………………………………….... PENGADAAN/PEMASANGAN PIPA &ACC. PADA INTAKE ……………………………………….... PENGADAAN/PEMASANGAN Acc. PIPA GALVANIS BAK PENAMPUNG DAN INSTALASI PEKERJAAN PEMASANGAN PIPA ……………………………………….... PENGADAAN Acc PIPA GALVANIS ……………………………………….... PEMASANGAN Acc PIPA GALVANIS ……………………………………….... PEKERJAAN LAIN-LAIN ……………………………………….... PEKERJAAN AKHIR ……………………………………….... JUMLAH
222,575,761.19
P P N 10 % BIAYA FISIK
22,257,576.12 244,833,337.31
BIAYA PERENCANAAN BIAYA PENGAWASAN
12,241,666.87 9,793,333.49
JUMLAH TOTAL DIBULATKAN
TERBILANG :
6,702,233.33 10,178,008.81 7,015,320.49 24,995,044.82 142,850,076.94 6,976,776.80 12,138,300.00 5,000,000.00 6,000,000.00 720,000.00
244,833,337.31 244,833,000.00
DUA RATUS EMPAT PULUH EMPAT JUTA DELAPAN RATUS TIGA PULUH TIGA RIBUH RUPIAH Serui,
15 September 2016
Disusun Oleh : KEPALA BIDANG CIPTA KARYA DINAS PEKERJAAN UMUM DAN PERUMAHAN KABUPATEN KEPULAUAN YAPEN
KONSULTAN PERENCANA CV. TRIZAJI ENGINEERING CONSULTANT
YOSEF HORTEN, SST
ARMINA MOINTI,ST
NIP : 19650207 198903 1 014
DIREKTRIS
MENGETAHUI KEPALA DINAS PEKERJAAN UMUM DAN PERUMAHAN KABUPATEN KEPULAUAN YAPEN
Ir. NURHADI ALHURI. Msi Pembina Tk. I NIP : 19640825 199403 1 009
saluran
galian pipa
0.04
0.0625 0.05125 0.35875
1,820,000,000.00 1,575,167,000.00 1,574,167,000.00 1,819,000,000.00
ANALISA HARGA SATUAN KEGIATAN PEKERJAAN LOKASI THN. ANGG.
NO
PENINGKATAN UPAYA KESEHATAN KABUPATEN KEPULAUAN YAPEN : PENGADAAN INCENERATOR : SERUI KEC. YAPEN SELATAN KABUPATEN KEPULAUAN YAPEN : 2014
URAIAN PEKERJAAN
1
HARGA
BAHAN
BAHAN
SATUAN
LOKAL
NON LOKAL
Rp
Rp
Rp
5
6
7
Rp
2 1
3
1.000
M2 IHKAN LOKASI
0.100
O/H Pekerja
68,400.00
0.050
O/H Mandor
136,800.00
UPAH
4
6,840.00 6,840.00 13,680.00
2
10.000
13,680.00
M2 BONGKAR ATAP DAN IHKAN
0.500
O/H Tukang
109,440.00
54,720.00
2.000
O/H Pekerja
68,400.00
136,800.00 191,520.00
1.000 3
10.000
191,520.00
M2 Bongkar atap ..
19,152.00
M2 BONGKAR LANTAI KERAMIK
2.000
DAN IHKAN
4.000
O/H Pekerja
0.200
O/H Kepala Tukang
123,120.00
24,624.00
2.000
O/H Tukang Batu
109,440.00
218,880.00
0.020
O/H Mandor
136,800.00
68,400.00
273,600.00
2,736.00 519,840.00
1.000 4
10.000
519,840.00
M2 Bongkar lantai Keramik
51,984.00
M2 BONGKAR PLAFON TRIPLEKS DAN IHKAN
0.500
O/H Tukang
109,440.00
1.000
O/H Pekerja
68,400.00
54,720.00 68,400.00 123,120.00
5
1.000
M2 Bongkar Plafon ..
1.000
BH BONGKAR ENGSEL/KUNCI PINTU
0.075
O/H Tukang
109,440.00
8,208.00
0.250
O/H Pekerja
68,400.00
17,100.00
1.000
M2 BONGKAR PINTU/JENDELA PANIL KACA
0.150
O/H Tukang
109,440.00
16,416.00
0.250
O/H Pekerja
68,400.00
17,100.00
1.000
M2 TERALI BESI
6.177
Kg Besi
17,841.94
123,120.00 12,312.00
25,308.00 6
25,308.00
33,516.00 7
27.080
33,516.00 110,209.66
Cm Pengelasan
35,000.00
1.670
O/H Pekerja
68,400.00
114,228.00
947,800.00
1.670
O/H Tukang Las
109,440.00
182,764.80
0.167
O/H Kepala Tukang
123,120.00
20,561.04
0.083
O/H Mandor
136,800.00
11,354.40 328,908.24
8
1.000
M1 PASANG BOUWPLANK DAN PENGUKURAN
0.009
M3 Kayu matoa
0.040
Kg Paku
0.220
O/H Tukang Batu
109,440.00
24,076.80
0.020
O/H Kepala Tukang
123,120.00
2,462.40
0.070
O/H Pekerja
68,400.00
4,788.00
0.004
O/H Mandor
136,800.00
2,630,000.00
1,058,009.66
1.000
M3 GALIAN TANAH PONDASI
0.750
O/H Pekerja
68,400.00
0.025
O/H Mandor
136,800.00
1,386,917.90
23,670.00
22,100.00
884.00
547.20 31,874.40
9
JUMLAH
23,670.00
884.00
56,428.40
51,300.00 3,420.00 54,720.00
54,720.00
1 10
2
3
1.000
M3 URUGAN KEMBALI BEKAS GALIAN
0.500
O/H Pekerja
68,400.00
0.050
O/H Mandor
136,800.00
4
5
6
34,200.00 6,840.00 41,040.00
11
1.000
M3 URUGAN PILIHAN DARI LUAR
1.200
M3 Urugan Pilihan
0.300
O/H Pekerja
68,400.00
0.010
O/H Mandor
136,800.00
311,200.00
1.000
M3 URUGAN PASIR BAWAH LANTAI
1.200
M3 Pasir urug
0.250
O/H Pekerja
68,400.00
0.010
O/H Mandor
136,800.00
20,520.00 1,368.00
311,200.00
1.000
M3 AANSTAMPING/ BATU KOSONG
1.200
M3 Batu kali / Batu Karang
0.780
O/H Pekerja
68,400.00
0.039
O/H Mandor
136,800.00
1,368.00
311,200.00 5,335.20
M3 PASANG PONDASI BATU KALI 1 : 3
1.200
M3 Batu kali / Batu Karang
311,200.00
4.040
Zak semen @ 50 Kg
108,125.00
0.486
M3 Pasir pasang
383,800.00
1.500
O/H Pekerja
68,400.00
102,600.00
0.750
O/H Tukang Batu
109,440.00
82,080.00
0.075
O/H Kepala tukang
123,120.00
9,234.00
0.075
O/H Mandor
136,800.00
10,260.00
1.000
M3 PASANG BATU TELA 1 : 3 Bh batu tela
436,825.00
2,925.71
559,966.80
436,825.00
1,200,965.80
585,142.00
2.528
Zak semen @ 50 Kg
108,125.00
0.289
M3 Pasir pasang
383,800.00
273,340.00
4.500
O/H Pekerja
68,400.00
307,800.00
1.500
O/H Tukang Batu
109,440.00
164,160.00
0.150
O/H Kepala tukang
123,120.00
18,468.00
0.225
O/H Mandor
136,800.00
30,780.00
1.000
M2 Pasang batu tela 1 : 3
1.000
M2 PLESTERAN 10 MM CAMP 1 : 3
0.108
Zak semen @ 50 Kg
108,125.00
0.013
M3 Pasir pasang
383,800.00
0.150
O/H Tukang Batu
109,440.00
0.015
O/H Kepala tukang
123,120.00
1,846.80
0.400
O/H Pekerja
68,400.00
27,360.00
0.020
O/H Mandor
136,800.00
110,918.20
696,060.20
273,340.00
1,490,608.20 149,060.82
11,677.50 4,989.40 16,416.00
2,736.00
1.000
M1 PROFILAN KOLOM/TIANG BETON
0.200
Zak semen @ 50 Kg
108,125.00
0.010
M3 Pasir pasang
383,800.00
0.100
O/H Tukang Batu
109,440.00
10,944.00
0.010
O/H Kepala tukang
123,120.00
1,231.20
0.100
O/H Pekerja
68,400.00
6,840.00
0.010
O/H Mandor
136,800.00
4,989.40
11,677.50
65,025.70
21,625.00 3,838.00
1,368.00 20,383.20
18
432,127.20
186,526.80
48,358.80 17
373,440.00
373,440.00
521,208.00
16
391,908.00
373,440.00
1.000
200.000
373,440.00
53,352.00
204,174.00 15
395,328.00
373,440.00
58,687.20 14
373,440.00
17,100.00 18,468.00
13
41,040.00
373,440.00
21,888.00 12
7
1.000
M2 PROFILAN DINDING
0.650
Zak semen @ 50 Kg
108,125.00
0.010
M3 Pasir pasang
383,800.00
0.250
O/H Tukang Batu
109,440.00
0.025
O/H Kepala tukang
123,120.00
3,078.00
0.250
O/H Pekerja
68,400.00
17,100.00
0.025
O/H Mandor
136,800.00
3,420.00
3,838.00
21,625.00 70,281.25
3,838.00 27,360.00
45,846.20
50,958.00
1 19
2 1.000
3
4
3,838.00
5
70,281.25
6
125,077.25
7
M3 LANTAI COR BETON TUMBUK CAMP 1 Pc :3 Ps : 5 Kr
0.870
M3 Kerikil
311,200.00
4.360
Zak semen @ 50 Kg
108,125.00
270,744.00
0.520
M3 Pasir pasang
383,800.00
0.250
O/H Tukang Batu
109,440.00
27,360.00
0.025
O/H Kepala tukang
123,120.00
3,078.00
1.650
O/H Pekerja
68,400.00
112,860.00
0.080
O/H Mandor
136,800.00
471,425.00 199,576.00
10,944.00 154,242.00
20
1.000
M3 COR LANTAI KERJA BETON TANPA TULANGAN 1 :2 :3
0.820
M3 Kerikil
311,200.00
6.500
Zak semen @ 50 Kg
108,125.00
0.540
M3 Pasir pasang
383,800.00
1.000
O/H Tukang Batu
109,440.00
0.100
O/H Kepala tukang
123,120.00
12,312.00
6.000
O/H Pekerja
68,400.00
410,400.00
0.300
O/H Mandor
136,800.00
41,040.00
1.000
M2 COR LANTAI BETON TANPA TULANGAN 1 : 3 : 5
471,425.00
1,095,987.00
255,184.00 702,812.50 207,252.00 109,440.00
573,192.00 21
470,320.00
462,436.00
702,812.50
1,738,440.50
TEBAL 7 CM DIPLESTER 0.820
M3 Kerikil
311,200.00
4.090
Zak semen @ 50 Kg
108,125.00
255,184.00
0.500
M3 Pasir beton
311,200.00
0.500
O/H Tukang Batu
109,440.00
0.050
O/H Kepala tukang
123,120.00
6,156.00
6.000
O/H Pekerja
68,400.00
410,400.00
0.300
O/H Mandor
136,800.00
442,231.25 155,600.00 54,720.00
41,040.00 512,316.00
22
442,231.25
1.000
M3 PONDASI BETON BERTULANG (150 KG BESI + BEKESTING)
0.200
M3 Kayu Klas III
1.500
Kg Paku Campur 5-12 cm
22,100.00
0.400
Ltr Minyak Bekesting
27,600.00
11,040.00
157.500
Kg Besi Beton Polos
16,221.15
2,554,831.13
2.250
Kg Kawat Beton
33,052.50
74,368.13
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
108,125.00
0.540
M3 Pasir Beton
311,200.00
5.300
O/H Pekerja
68,400.00
362,520.00
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.300
O/H Tukang Kayu
109,440.00
142,272.00
1.050
O/H Tukang Besi
109,440.00
114,912.00
0.262
O/H Kepala tukang
123,120.00
32,257.44
0.265
O/H Mandor
136,800.00
4,225,000.00
1,365,331.25
845,000.00 33,150.00
677,320.00 735,250.00 168,048.000
36,252.00 718,309.44
23
410,784.00
1,690,368.00
3,408,639.25
1.000
M3 KOLOM BETON BERTULANG (250 KG BESI + BEKESTING)
0.400
M3 Kayu Klas III
4.000
Kg Paku Campur 5-12 cm
22,100.00
2.000
Ltr Minyak Bekesting
27,600.00
55,200.00
250.000
Kg Besi Beton Polos
16,221.15
4,055,287.50
4.500
Kg Kawat Beton
33,052.50
148,736.25
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
108,125.00
0.540
M3 Pasir Beton
311,200.00
8.000
Btg Dolken DIA 8 cm P= 4 m
61,166.67
4.350
O/H Pekerja
68,400.00
297,540.00
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.650
O/H Tukang Kayu
109,440.00
180,576.00
2.100
O/H Tukang Besi
109,440.00
229,824.00
0.403
O/H Kepala tukang
123,120.00
49,617.36
0.355
O/H Mandor
136,800.00
48,564.00
4,225,000.00
5,817,316.69
1,690,000.00 88,400.00
677,320.00 735,250.00 168,048.00 489,333.36
836,217.36
3,024,701.36
5,082,873.75
8,943,792.47
1 24
2
3
4
5
M3 BALOK BETON BERTULANG (200 KG BESI + BEKESTING)
0.320
M3 Kayu Klas III
3.200
Kg Paku Campur 5-12 cm
22,100.00
1.600
Ltr Minyak Bekesting
27,600.00
44,160.00
210.000
Kg Besi Beton Polos
16,221.15
3,406,441.50
4,225,000.00
1,352,000.00 70,720.00
3.000
Kg Kawat Beton
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
33,052.50 677,320.00
99,157.50
6.800
Zak Semen PC (@ 50 Kg)
108,125.00
735,250.00
0.540
M3 Pasir Beton
311,200.00
168,048.00
Btg Dolken DIA 8 cm P= 4 m
61,166.67
6.350
O/H Pekerja
68,400.00
978,666.72
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.650
O/H Tukang Kayu
109,440.00
180,576.00
1.400
O/H Tukang Besi
109,440.00
153,216.00
0.333
O/H Kepala tukang
123,120.00
40,998.96
0.318
O/H Mandor
136,800.00
434,340.00
43,502.40 882,729.36
3,620,479.00
M3 PLAT BETON BERTULANG (150 KG BESI + BEKESTING)
0.320
M3 Kayu Klas III
3.200
Kg Paku Campur 5-12 cm
22,100.00
1.600
Ltr Minyak Bekesting
27,600.00
44,160.00
157.500
Kg Besi Beton Polos
16,221.15
2,554,831.13
4,225,000.00
2.250
Kg Kawat Beton
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
108,125.00
0.540
M3 Pasir Beton
311,200.00
8,414,493.08
1,352,000.00 70,720.00
33,052.50
74,368.13 677,320.00 735,250.00 168,048.00
Btg Dolken DIA 8 cm P= 4 m
61,166.67
5.300
O/H Pekerja
68,400.00
362,520.00
734,000.04
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.300
O/H Tukang Kayu
109,440.00
142,272.00
1.050
O/H Tukang Besi
109,440.00
114,912.00
0.265
O/H Kepala tukang
123,120.00
32,626.80
0.265
O/H Mandor
136,800.00
36,252.00 718,678.80
2,931,368.04
3,479,329.25
1.000
M1 KOLOM PRAKTIS BETON BERTULANG
0.002
M3 Kayu Klas III
0.010
Kg Paku Campur 5-12 cm
22,100.00
221.00
3.000
Kg Besi Beton Polos
16,221.15
48,663.45
0.045
Kg Kawat Beton
0.009
M3 Batu Pecah 2 - 3 cm
826,000.00
0.080
Zak Semen PC (@ 50 Kg)
108,125.00
0.006
M3 Pasir Beton
311,200.00
0.180
O/H Pekerja
68,400.00
12,312.00
0.020
O/H Tukang Batu
109,440.00
2,188.80
0.020
O/H Tukang Kayu
109,440.00
2,188.80
0.020
O/H Tukang Besi
109,440.00
2,188.80
0.006
O/H Kepala tukang
123,120.00
738.72
0.009
O/H Mandor
136,800.00
1,231.20
1.000
M1 RING BALOK BETON BERTULANG (10 X 15 ) CM
0.003
M3 Kayu Klas III
0.020
Kg Paku Campur 5-12 cm
22,100.00
442.00
3.600
Kg Besi Beton Polos
16,221.15
58,396.14
0.050
Kg Kawat Beton
0.015
M3 Batu Pecah 2 - 3 cm
826,000.00
2,080,000.00
7,129,376.09
4,160.00
33,052.50
1,487.36 7,434.00 8,650.00 1,867.20
20,848.32 27
3,911,284.72
1.000
12.000
26
7
1.000
16.000
25
6
2,080,000.00
13,461.20
59,021.81
6,240.00
33,052.50
1,652.63 12,390.00
0.110
Zak Semen PC (@ 50 Kg)
108,125.00
0.009
M3 Pasir Beton
311,200.00
11,893.75
0.297
O/H Pekerja
68,400.00
20,314.80
0.033
O/H Tukang Batu
109,440.00
3,611.52
0.033
O/H Tukang Kayu
109,440.00
3,611.52
0.033
O/H Tukang Besi
109,440.00
3,611.52
2,800.80
93,331.33
0.010
O/H Kepala tukang
123,120.00
1,231.20
0.015
O/H Mandor
136,800.00
2,052.00 34,432.56
1 28
2
3
4
M3 SLOOF BETON BERTULANG (200 KG BESI + BEKESTING) M3 Kayu Klas III
2.000
Kg Paku Campur 5-12 cm
22,100.00
0.600
Ltr Minyak Bekesting
27,600.00
16,560.00
210.000
Kg Besi Beton Polos
16,221.15
3,406,441.50
2,080,000.00
Kg Kawat Beton
0.810
M3 Batu Pecah 2 - 3 cm
826,000.00
669,060.00
6.720
Zak Semen PC (@ 50 Kg)
108,125.00
726,600.00
0.540
M3 Pasir Beton
311,200.00
168,048.00
5.650
O/H Pekerja
0.275
O/H Tukang Batu
109,440.00
30,096.00
1.560
O/H Tukang Kayu
109,440.00
170,726.40
1.400
O/H Tukang Besi
109,440.00
153,216.00
0.323
O/H Kepala tukang
123,120.00
39,767.76
0.283
O/H Mandor
136,800.00
1.000
33,052.50
99,157.50
386,460.00
38,714.40
Bh Keramik 20x20
3,566,359.00
2,664.00 108,125.00
0.010
M3 Pasir pasang
383,800.00
0.200
Kg semen putih
22,100.00
0.500
O/H Pekerja
68,400.00
34,200.00
0.125
O/H Tukang Batu
109,440.00
13,680.00
0.013
O/H Kepala tukang
123,120.00
1,600.56
0.013
O/H Mandor
136,800.00
1,778.40
1.000
M2 LANTAI KERAMIK 40X40
6.000
Bh keramik 40x40
13,296.00
0.032
M3 Pasir pasang
383,800.00
0.034
Zak Semen PC (@ 50 Kg)
108,125.00
3,676.25
1.300
Kg Semen Warna
22,100.00
28,730.00
0.250
O/H Pekerja
68,400.00
17,100.00
0.125
O/H Tukang Batu
109,440.00
13,680.00
0.013
O/H Kepala tukang
123,120.00
1,600.56
0.013
O/H Mandor
136,800.00
16,435.00 3,838.00 4,420.00
8,258.00
83,035.00
142,551.96
79,776.00 12,281.60
1,778.40 12,281.60
112,182.25
158,622.81
M2 LANTAI KERAMIK 30X30
11.000
Bh keramik 30x30
0.032
M3 Pasir pasang
383,800.00
0.034
Zak Semen PC (@ 50 Kg)
108,125.00
3,676.25
1.500
Kg Semen Warna
22,100.00
33,150.00
0.025
O/H Pekerja
68,400.00
1,710.00
0.125
O/H Tukang Batu
109,440.00
13,680.00
0.010
O/H Kepala tukang
123,120.00
1,231.20
0.010
O/H Mandor
136,800.00
6,489.00
71,379.00 12,281.60
1,368.00 17,989.20
10.000
6,510,647.56
66,600.00
Zak Semen PC (@ 50 Kg)
34,158.96
32
2,125,308.00
M2 LANTAI KERAMIK 20X20
0.152
1.000
7
44,200.00
3.000
68,400.00
128,247.88
561,600.00
51,258.96
31
6
0.270
25.000
30
5
72,384.52
1.000
818,980.56 29
21,430.80
12,281.60
108,205.25
138,476.05
M1 SALURAN KELILING PAS. BATU TELA CAMP 1Pc : 2Ps UKURAN 25X25CM DIPLESTER 10 MM CAMP.1Pc : 2Ps
111.000
2,925.71
324,753.81
0.350
Bh Batu tela M3 Pasir pasang
383,800.00
134,330.00
1.750
Zak Semen PC (@ 50 Kg)
108,125.00
1.125
O/H Tukang Batu
109,440.00
0.190
O/H Kepala tukang
123,120.00
23,392.80
3.150
O/H Pekerja
68,400.00
215,460.00
0.169
O/H Mandor
136,800.00
23,119.20
8.500
M3 Plesteran 10 mm 1 : 3
65,025.70
552,718.45
189,218.75 123,120.00
937,810.45 1.000
M1 selokan batu tela 25x25 cm
459,083.81
189,218.75
1,586,113.01 158,611.30
1 33
2
3
1.000
M3 KUDA-KUDA /GORDING KY.KLAS I
1.100
M3 kayu Klas I
5.600
Kg paku
4
4,225,000.00 22,100.00
O/H Tukang Kayu
109,440.00
1,313,280.00
1.200
O/H Kepala tukang
123,120.00
147,744.00
4.000
O/H Pekerja
68,400.00
273,600.00
0.200
O/H Mandor
136,800.00
M3 KUDA-KUDA /GORDING KY. Klas II
1.100
M3 Kayu Klas II
5.600
Kg paku
27,360.00
2,630,000.00 109,440.00
1,313,280.00
1.200
O/H Kepala tukang
123,120.00
147,744.00
4.000
O/H Pekerja
68,400.00
273,600.00
0.200
O/H Mandor
136,800.00
1.100
M3 Kayu Klas I
0.250
Kg paku
27,360.00
4,225,000.00
12.000
O/H Tukang Kayu
109,440.00
1,313,280.00
1.200
O/H Kepala tukang
123,120.00
147,744.00
4.000
O/H Pekerja
68,400.00
273,600.00
0.500
O/H Mandor
136,800.00
68,400.00
1.000
M2 PINTU KM/WC PANIL KAYU KLAS I LAPIS ALUMINIUM PLAT
0.039
M3 kayu Klas I
0.500
Lbr Seng Plat Bjls 30
72,000.00
0.250
Kg paku
22,100.00
3.000
O/H Tukang Kayu
109,440.00
328,320.00
0.300
O/H Kepala tukang
123,120.00
36,936.00
1.000
O/H Pekerja
68,400.00
68,400.00
0.050
O/H Mandor
136,800.00
4,225,000.00
1.100
M3 kayu Klas II
6.000
Kg paku
8.000
O/H Tukang Kayu
109,440.00
875,520.00
10.000
O/H Kepala tukang
2,630,000.00
164,775.00
123,120.00
1,231,200.00
O/H Pekerja
68,400.00
30,232.80
0.400
O/H Mandor
136,800.00
54,720.00
1.000
M3 KOSEN PINTU/JENDELA KY. KLAS I
1.100
M3 kayu Klas I
1.250
Kg paku
7.000
O/H Tukang Kayu
109,440.00
766,080.00
21.000
O/H Kepala tukang
123,120.00
2,585,520.00 143,640.00
4,225,000.00
2,893,000.00
68,400.00
132,600.00
5,217,272.80
4,647,500.00
22,100.00
136,800.00
641,271.00
132,600.00
0.442
O/H Mandor
36,000.00
2,893,000.00
22,100.00
O/H Pekerja
6,456,049.00
6,840.00
M3 RENG / KASO KAYU KLAS II
0.350
5,525.00
36,000.00
27,625.00
47,880.00 3,543,120.00
39
4,647,500.00 164,775.00
1.000
2.100
4,778,744.00
5,525.00
2,191,672.80 38
123,760.00
4,647,500.00
440,496.00 37
2,893,000.00
22,100.00
1,803,024.00 36
6,433,794.00
123,760.00
O/H Tukang Kayu
M3 TIANG 10/10 CM KAYU KLAS I
24,310.00
2,893,000.00
12.000
1.000
4,647,500.00
22,100.00
1,761,984.00 35
7
24,310.00
12.000
1.000
6
4,647,500.00
1,761,984.00 34
5
1.000
M2 JALUSI KAYU KLAS I
0.022
M3 Papan kayu Klas I
0.200
Kg paku
0.600
O/H Tukang Kayu
109,440.00
65,664.00
1.800
O/H Kepala tukang
123,120.00
221,616.00
0.100
O/H Pekerja
68,400.00
6,840.00
0.030
O/H Mandor
136,800.00
4,225,000.00
4,647,500.00
27,625.00
8,218,245.00
92,950.00
22,100.00
4,420.00
4,104.00 298,224.00
92,950.00
4,420.00
395,594.00
40
1.000
M2 TERALI BESI
6.177
Kg Besi
17,841.94
20.000
110,209.66
Cm Pengelasan
35,000.00
0.650
O/H Pekerja
68,400.00
44,460.00
700,000.00
0.650
O/H Tukang Las
109,440.00
71,136.00
0.065
O/H Kepala tukang
123,120.00
8,002.80
0.032
O/H Mandor
136,800.00
4,377.60 127,976.40
1 41
2 1.000
M2 LISPLANK KY. KLAS I
0.022
M3 kayu Klas I
0.200
Kg paku
0.800
O/H Kepala tukang
0.080
O/H Pekerja
0.600 0.030
3
4
5
4,225,000.00 98,496.00
68,400.00
5,472.00
O/H Tukang Kayu
109,440.00
65,664.00
O/H Mandor
136,800.00
M2 DAUN PINTU/JENDELA PANIL KY KLAS I
0.039
M3 kayu Klas I
0.200
Kg paku
3.000
O/H Kepala tukang
0.300
O/H Pekerja
1.000 0.050
4,104.00
4,225,000.00
20,520.00
O/H Tukang Kayu
109,440.00
109,440.00
O/H Mandor
136,800.00
6,840.00
1.000
M2 PINTU / JENDELA PANIL KACA 5 MM
0.024
M3 kayu Klas I
4,225,000.00
0.800
M2 kaca 5 mm
238,500.00
2.400
O/H Kepala tukang
123,120.00
295,488.00
0.240
O/H Pekerja
68,400.00
16,416.00
0.800
O/H Tukang Kayu
109,440.00
87,552.00
0.040
O/H Mandor
136,800.00
1.000
M2 PINTU PANIL LAPIS KAWAT NYAMUK
0.024
M3 kayu Klas I
1.100
M2 Kawat Nyamuk
33,100.00
0.010
O/H Kepala tukang
123,120.00
0.100
O/H Pekerja
0.100 0.005
164,775.00
670,935.00
101,400.00 190,800.00
5,472.00
4,225,000.00
101,400.00
190,800.00
697,128.00
101,400.00 36,410.00 1,231.20
68,400.00
6,840.00
O/H Tukang Kayu
109,440.00
10,944.00
O/H Mandor
136,800.00
684.00
1.000
M2 VENTILASI KACA 5 MM
0.800
M2 kaca 5 mm
238,500.00
0.240
O/H Kepala tukang
123,120.00
29,548.80
0.024
O/H Pekerja
68,400.00
1,641.60
0.080
O/H Tukang Kayu
109,440.00
8,755.20
0.040
O/H Mandor
136,800.00
5,472.00
1.000
M2 ATAP SAKURA ROOF
2.150
Bh Sakura roof
50,000.00
0.025
Kg Paku color tiles
22,100.00
0.100
O/H Tukang Kayu
109,440.00
10,944.00
0.012
O/H Kepala tukang
123,120.00
1,477.44
0.020
O/H Pekerja
68,400.00
1,368.00
0.005
O/H Mandor
136,800.00
101,400.00
36,410.00
157,509.20
190,800.00
0.00
190,800.00
236,217.60
107,500.00 552.50
684.00 14,473.44
47
271,106.00
369,360.00
68,400.00
45,417.60 46
4,420.00
22,100.00 123,120.00
19,699.20 45
92,950.00 164,775.00
404,928.00 44
7
4,420.00
123,120.00
1.000
938,186.06
92,950.00
506,160.00 43
6
22,100.00
173,736.00 42
810,209.66
1.000
M1 NOK SAKURA ROOF BENTUK U
0.500
Nok Sakura Roof bentuk U
0.200
Kg Paku color tiles
22,100.00
0.250
O/H Tukang Kayu
109,440.00
27,360.00
0.250
O/H Kepala tukang
123,120.00
30,780.00
0.025
O/H Pekerja
68,400.00
1,710.00
0.003
O/H Mandor
136,800.00
410.40
38,750.00
0.00
108,052.50
122,525.94
19,375.00 4,420.00
60,260.40
23,795.00
84,055.40
48
1.000
M2 PLAFOND GYPSUM BOARD
0.364
Lbr Gypsum Board
113,500.00
41,314.00
0.110
Kg paku Skrup
22,100.00
0.100
O/H Pekerja
68,400.00
6,840.00
2,431.00
0.050
O/H Tukang Kayu
109,440.00
5,472.00
0.005
O/H Kepala tukang
123,120.00
615.60
0.005
O/H Mandor
136,800.00
684.00
1.000
M2 Pasang Plafon Gypsum + Rangka
1.000
M2 PLAFOND TRIPLEKS 4 MM
0.375
Lbr Tripleks 4 mm
88,500.00
0.030
Kg paku triplek
27,600.00
0.100
O/H Kepala tukang
0.010
O/H Pekerja
68,400.00
684.00
0.100
O/H Tukang Kayu
109,440.00
10,944.00
0.005
O/H Mandor
136,800.00
13,611.60
1 49
2
43,745.00
3
123,120.00
4
5
828.00
684.00
M2 RANGKA PLAFOND
0.016
M3 Kayu Klas II
0.250
Kg paku
0.300
O/H Kepala tukang
0.030
O/H Pekerja
68,400.00
2,052.00
0.200
O/H Tukang Kayu
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
1.000
M2 Pasang Plafon Tripleks + Rangka
1.000
M2 DINDING KERAMIK 20 X 25 CM
2,630,000.00
20.000
Bh Ubin porselin
5,525.00 36,936.00
5,525.00
2,664.00
53,280.00
0.152
Zak semen @ 50 Kg
108,125.00
16,435.00
0.010
M3 Pasir pasang
383,800.00
0.200
Kg semen putih
22,100.00
0.500
O/H Pekerja
68,400.00
34,200.00
1.000
O/H Tukang Batu
109,440.00
109,440.00
0.100
O/H Kepala tukang
123,120.00
12,312.00
0.075
O/H Mandor
136,800.00
10,260.00
1.000
M1 PASANG LIST PLAFOND KAYU PROFIL KLAS II
0.250
Btg List Profil Kayu Klas II
31,300.00
0.010
Kg Paku
22,100.00
0.050
O/H Kepala tukang
0.050
O/H Pekerja
0.050
O/H Tukang Kayu
0.003
O/H Mandor
136,800.00
4,420.00
8,258.00
69,715.00
244,185.00
7,825.00 221.00
123,120.00
6,156.00
68,400.00
3,420.00
109,440.00
5,472.00 410.40
1.000
M1 PASANG LIST PLAFOND GYPSUM PROFIL
0.250
Btg List Profil Gypsum
0.150
Kg Tepung Gypsum
108,125.00
16,218.75
0.060
O/H Pekerja
383,800.00
23,028.00
0.060
O/H Tukang
22,100.00
1,326.00
0.006
O/H Kepala tukang
109,440.00
656.64
0.003
O/H Mandor
68,400.00
205.20
10.000
110,638.00
3,838.00
29,500.00
7,825.00
221.00
23,504.40
0.00
48,809.59
7,375.00
41,434.59 54
42,869.00
169,277.50
15,458.40 53
58,639.50
42,869.00
166,212.00 52
34,015.50
22,100.00
62,244.00 51
7
12,312.00
1.000
123,120.00
6 33,187.50
24,624.00 50
57,356.60 167,994.60
7,375.00
M1 JURAI DALAM SENG PLAT BJLS 30
6.664
Lbr Seng plat bjls 30
0.080
M3 Papan kayu Klas II
72,000.00
479,808.00
0.200
Kg paku
0.050
M3 kayu Klas II 5/5
2.000
O/H Kepala tukang
0.200
O/H Pekerja
68,400.00
13,680.00
1.250
O/H Tukang Kayu
109,440.00
136,800.00
0.063
O/H Mandor
136,800.00
8,618.40
2,630,000.00
210,400.00
22,100.00
4,420.00
2,630,000.00 123,120.00
131,500.00 246,240.00
405,338.40
341,900.00
484,228.00
1,231,466.40
1.000 55
10.000
M1 Talang seng bjls 30 ..
123,146.64
M2 PENGECATAN KILAT 3X
4.250
Kg Cat kilat
38,600.00
164,050.00
0.570
Ltr Minyak cat
38,600.00
22,002.00
0.800
Kg Dempul
35,300.00
28,240.00
5.000
Lbr Amplas kayu
35,300.00
176,500.00
0.040
O/H Kepala tukang
0.070
O/H Pekerja
1.050 0.025
123,120.00
4,924.80
68,400.00
4,788.00
O/H Tukang Cat
109,440.00
114,912.00
O/H Mandor
136,800.00
3,420.00 128,044.80
1.000
M2 Pengecatan kilat 3X ..
1 56
2 10.000
3
4
5
4.250
Kg Cat kilat besi
38,600.00
0.570
Ltr Minyak cat
38,600.00
0.040
O/H Kepala tukang
0.070
O/H Pekerja
68,400.00
4,788.00
1.050
O/H Tukang Cat
109,440.00
114,912.00
0.025
O/H Mandor
136,800.00
123,120.00
22,002.00 4,924.80
3,420.00
M2 Pengecatan kilat 3X ..
1.000
M2 PENGECATAN DINDING
0.100
Kg Plamir
27,600.00
2,760.00
0.038
Kg Cat Dasar
16,600.00
624.00
0.260
Kg Cat Penutup 2x
16,600.00
0.020
O/H Pekerja
68,400.00
0.006
O/H Kepala tukang
123,120.00
775.66
0.063
O/H Tukang Cat
109,440.00
6,894.72
0.003
O/H Mandor
136,800.00
342.00
1.000
M2 PENGECATAN PLAFOND
0.360
Kg Cat dinding
0.006
O/H Kepala tukang
123,120.00
738.72
0.150
O/H Tukang Cat
109,440.00
16,416.00
0.008
O/H Mandor
136,800.00
1,094.40
1.000
M2 KARBOLIUM /RESIDU ATAP 2X
0.350
Kg karbolium
0.100
O/H Tukang Cat
109,440.00
10,944.00
0.005
O/H Mandor
136,800.00
684.00
1.000
M2 TEACK OIL
0.400
Kg Teakoil
0.200
O/H Tukang Cat
109,440.00
0.010
O/H Mandor
136,800.00
4,316.00 1,368.00
16,600.00
7,700.00
49,600.00
5,976.00
17,360.00 30,000.00
1,368.00 30,000.00
TITIK PASANG LAMPU XL 23 WATT
1.000
Bh Lampu XL 18 watt
49,600.00
49,600.00
2.000
M1 kabel NGA
5,600.00
11,200.00
2.000
M1 Pipa 1/4"
2,850.00
5,700.00
1.000
Bh Vitting Tempel
22,100.00
22,100.00
2.000
Bh Isolator
0.250
O/H Tukang listrik
1.000
Ttk Instalasi
1.000
TITIK PASANG LAMPU XL 8 WATT
1.000
Bh Lampu XL 8 watt
2.000 2.000 1.000
Bh Vitting Tempel
2.000
Bh Isolator
0.250
O/H Tukang listrik
1.000
Ttk Instalasi
28,988.00
21,888.00
1.000
1,200.00 82,180.00
24,225.12
17,360.00
75,000.00
109,440.00
17,080.38
5,976.00
53,256.00
2,400.00 27,360.00 82,180.00 109,540.00
62
314,096.80 31,409.68
23,256.00 61
186,052.00
1.000
11,628.00 60
7
164,050.00
18,249.12 59
6
M2 PENGECATAN BESI
9,380.38 58
518,836.80 51,883.68
128,044.80 57
390,792.00
91,000.00
33,100.00
33,100.00
M1 kabel NGA
5,600.00
11,200.00
M1 Pipa 1/4"
2,850.00
5,700.00
22,100.00
22,100.00
1,200.00
2,400.00
109,440.00
27,360.00
82,180.00
82,180.00
200,540.00
109,540.00 63
74,500.00
1.000
TITIK PASANG STOP KONTAK / SAKLAR
1.000
Bh Stop kontak/Saklar
22,100.00
22,100.00
3.000
M1 kabel NGA
5,600.00
16,800.00
2.000
M1 Pipa 1/4"
2,850.00
5,700.00
2.000
Bh Isolator
1,200.00
0.250
O/H Tukang listrik
1.000
Ttk Instalasi
109,440.00 82,180.00
2,400.00 27,360.00 82,180.00 109,540.00
64
47,000.00
1.000
TITIK PASANG SEKRING KAS 1 GRUP
1.000
Bh Sekring kas 1 grup
33,100.00
33,100.00
3.000
M1 kabel NGA
5,600.00
16,800.00
2.000
M1 Pipa 1/4"
2,850.00
5,700.00
0.830
O/H Tukang listrik
1.000
Ttk Instalasi
109,440.00 82,180.00
65
2
3
82,180.00
4
55,600.00
5
6.000
M1 PIPA GIP DIAMETER 1/2"
6.000
M1 Pipa GIP 1/2"
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
109,440.00
54,720.00
0.050
O/H Mandor
136,800.00
56,217.79
6
6,840.00 497,306.74
M2 WATER PROFING
0.500
Kg Aqua proof
0.006
O/H Kepala tukang
123,120.00
775.66
0.063
O/H Tukang Cat
109,440.00
6,894.72
0.003
O/H Mandor
136,800.00
75,000.00
37,500.00
342.00
6.000
M11 PIPA PVC DIAMETER 4"
6.000
M1 Pipa PVC 4"
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
109,440.00
54,720.00
0.050
O/H Mandor
136,800.00
35,791.74
37,500.00
160,000.00
6,840.00 374,750.44
1 M1 PERPIPAAN PVC 4" 6.000
M1 PIPA PVC DIAMETER 3"
6.000
M1 Pipa PVC 3"
29,416.81
176,500.86
1.000
Ls Alat bantu
160,000.00
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
109,440.00
54,720.00
0.050
O/H Mandor
136,800.00
6,840.00 336,500.86
1 M1 PERPIPAAN PVC 3"
425,420.86 70,903.48
1.000
BH PASANG KUNCI PINTU
1.000
Bh Kunci Pintu
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
1.000
BH PASANG EGSEL PINTU
1.000
Bh Engsel Pintu / Jendela
27,566.67
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
1.000
BH PASANG ENGSEL JENDELA
1.000
Bh Engsel Pintu / Jendela
27,566.67
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
423,600.00
423,600.00 27,360.00
23,256.00
450,960.00
474,216.00
27,566.67 27,360.00
23,256.00 71
463,670.44 77,278.41
88,920.00
70
45,512.38
214,750.44
88,920.00
69
586,226.74 97,704.46
1.000
8,012.38
68
7
160,000.00
1 M1 PERPIPAAN GIP 1/2"
67
228,615.20
337,306.74
88,920.00 66
156,540.00
90,835.20 173,015.20
1
184,040.00
54,926.67 27,566.67 27,360.00
78,182.67
23,256.00 72
1.000
BH PASANG GRENDEL PINTU/JENDELA
1.000
Bh Grendel Pintu / Jendela
16,566.67
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
0.010
O/H Mandor
136,800.00
54,926.67 16,566.67 27,360.00
21,888.00 1,368.00 23,256.00
73
1.000
BH PASANG KAIT ANGIN
1.000
Bh Kait Angin
27,566.67
0.400
O/H Pekerja
68,400.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
43,926.67
74
75
76
2
3
27,360.00
4
1.000
BH PASANG TARIKAN PINTU/JENDELA
1.000
Bh Tarikan Pintu/Jendela
0.400
O/H Pekerja
68,400.00
27,360.00
0.200
O/H Tukang
109,440.00
21,888.00
0.010
O/H Mandor
136,800.00
1,368.00
6.000
50,616.00 M' PEMASANGAN PIPA HDPE 75 mm DAN 50 mm
0.800
O/H Pekerja
68,400.00
0.080
O/H Tukang
109,440.00
8,755.20
0.250
O/H Mandor
136,800.00
34,200.00
1.000
Ls Peralatan
25,000.00
25,000.00
1.000
122,675.20 M' PEMASANGAN PIPA HDPE 75 MM DAN 50 MM
1.000
M2 ROLLING DOOR ALUMINIUM
1.000
M2 Rolling Door Aluminium
75,000.00
1.000
O/H Pekerja
68,400.00
1.000
O/H Tukang Aluminium
109,440.00
109,440.00
0.100
O/H Kepala tukang
123,120.00
12,312.00
0.050
O/H Mandor
136,800.00
8,316.67
M2 Pintu Besi Lipat
95,000.00
1.200
O/H Pekerja
68,400.00
1.200
O/H Tukang Las Biasa
109,440.00
131,328.00
0.120
O/H Kepala tukang
123,120.00
14,774.40
0.006
O/H Mandor
136,800.00
820.80
1.000
M1 KUSEN BESI
1.000
M1 Besi Holo ( 4x4)cm
35,000.00
0.500
O/H Pekerja
68,400.00
0.250
O/H Tukang Las Biasa
109,440.00
27,360.00
0.025
O/H Kepala tukang
123,120.00
3,078.00
0.025
O/H Mandor
136,800.00
0.800
M2 Kawat Burung/ Ayam
4.000
Cm Pengelasan
35,000.00
0.065
O/H Tukang Las Biasa
109,440.00
0.032
O/H Mandor
136,800.00
122,675.20 20,445.87
6,840.00
1.000
2.000
58,932.67
75,000.00
M2 PINTU BESI LIPAT
M2 PAGAR KAWAT BESI M1 Pipa Galvanis 2"
8,316.67
68,400.00
1.000
1.000
7
54,720.00
68,400.00
75,000.00
271,992.00
95,000.00 82,080.00
82,080.00
95,000.00
324,003.20
35,000.00 34,200.00
3,420.00 33,858.00
79
6
78,182.67
8,316.67
146,923.20 78
54,926.67
5
128,592.00 77
67,182.67
27,566.67
23,256.00
1
78,182.67
34,200.00
35,000.00
231,855.00
463,710.00
44,500.00
35,600.00
103,058.00
140,000.00 7,113.60 4,377.60 11,491.20
639,310.00
650,801.20
#REF! Disusun Oleh : KONSULTAN PERENCANA CV. NUANSA TEKNIK ENGINEERING
ARMINA MOINTI, ST Ka. PERWAKILAN
26
1.000 30.000
M2 PAVING BLOK Bh Paving blok
3,544.97
106,349.10
0.100
M3 Pasir Pasang
383,800.00
38,380.00
0.100
Tukang batu
109,440.00
10,944.00
0.010
Kepala tukang
123,120.00
1,231.20
0.100
Pekerja
68,400.00
6,840.00
0.015
Mandor
136,800.00
2,052.00 21,067.20
38,380.00
106,349.10
165,796.30
###
4.04
4.36
0.196
0.2
2.08333333
0.48
27360 123120 2.9768 0.222222 0.3359312
Kg Plamir
Kg Cat Penutup 2x 0 0 0 0
3,544.97 198,518.32
PENAWARAN HARGA BAHAN BANGUNAN LOKAL
NO
URAIAN
SATUAN
1
2
3
I
HARGA SATUAN ( Rp ) 4
DAFTAR BAHAN
1
Pasir urug
2
Pasir pasang
3
Pasir Cor beton
4
Batu Pondasi
5 6
Kerikil Sirtu/ Timbunan Kali
7
Karang Urug
8 9
Batu pecah 2 - 3 cm Batu tela
10
Kayu / Papan Ketapang, Tinang
11
Kayu / papan Matoa
12
Kayu / papan Besi, Sineri, Labani, Linggua
Ret/Truck M3 M3 M3 M3 Ret/Truck M3 M3 Bh
M3 M3 M3
250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 275,000.00 650,000.00 1,500.00
1,800,000.00 2,500,000.00 4,000,000.00
Serui, 07 Agustus 2015 Penawar CV. TERATAI INDAH
AGUS PIDJIANTOPO DIREKTUR
ANALISA HARGA SATUAN KEGIATAN PEKERJAAN LOKASI THN. ANGG. NO
: PEMBANGUNAN SARANA DAN PRASARANA AIR BERSIH KAMPUNG KABUENA : PERBAIKAN SARANA DAN PRASARANA AIR BERRSIH KAMPUNG KABUENA KABUENA DISTRIK ANGKAISERA : 2016 URAIAN PEKERJAAN
1
HARGA
BAHAN
BAHAN
SATUAN
LOKAL
NON LOKAL
Rp
Rp
Rp
5
6
7
Rp
2 1
3
UPAH
4
1.000
M2 PEMBERSIHAN LOKASI
0.100
O/H Pekerja
116,880.00
11,688.00
0.050
O/H Mandor
194,800.00
9,740.00
1.000
M1 IHKAN DAN PENGUKURAN JALUR PIPA
1.000
M1 GALIAN TANAH UNTUK PEMASANGAN PIPA
21,428.00
2
JUMLAH
21,428.00 2,142.80
PIPA Ǿ 150 MM 0.285
M3 Galian Tanah
92,530.00
26,371.05
0.140
M3 Urugan Tanah
68,180.00
9,545.20
0.270
M3 Urugan Pasir
480,576.33
129,755.61 165,671.86
165,671.86
PIPA Ǿ 100 MM 0.240
M³ Galian Tanah
92,530.00
0.090
M³ Urugan Tanah
68,180.00
6,136.20
0.150
M³ Urugan Pasir
480,576.33
72,086.45
22,207.20
100,429.85
100,429.85
PIPA Ǿ 75 MM 0.158
M³ Galian Tanah
0.083
M³ Urugan Tanah
0.076
M³ Urugan Pasir
92,530.00
14,619.74
68,180.00
5,658.94
480,576.33
36,523.80 56,802.48
56,802.48
PIPA Ǿ 50 MM 0.138
M³ Galian Tanah
0.075
M³ Urugan Tanah
0.063
M³ Urugan Pasir
92,530.00
12,769.14
68,180.00
5,113.50
480,576.33 17,882.64
3
1.000
M1 PASANG BOUWPLANK DAN PENGUKURAN
0.009
M3 Kayu Klas II
0.040
Kg Paku
0.220
O/H Tukang Batu
155,840.00
34,284.80
0.020
O/H Kepala Tukang
175,320.00
3,506.40
0.070
O/H Pekerja
116,880.00
8,181.60
0.004
O/H Mandor
194,800.00
779.20
3,648,571.43
32,837.14
31,727.50
1,269.10
46,752.00 4
17,882.64
1.000
M3 GALIAN TANAH PONDASI
0.750
O/H Pekerja
116,880.00
0.025
O/H Mandor
194,800.00
32,837.14
1.000
M3 URUGAN KEMBALI BEKAS GALIAN
0.500
O/H Pekerja
116,880.00
0.050
O/H Mandor
194,800.00
4,870.00 92,530.00
58,440.00 9,740.00 68,180.00
6
1.000
M3 URUGAN PILIHAN DARI LUAR
1.200
M3 Urugan Pilihan
324,506.94
0.300
O/H Pekerja
116,880.00
0.010
O/H Mandor
194,800.00
68,180.00
389,408.33 35,064.00 1,948.00 37,012.00
7
80,858.24
87,660.00 92,530.00
5
1,269.10
1.000
M3 URUGAN PASIR BAWAH LANTAI
1.200
M3 Pasir urug
374,506.94
0.250
O/H Pekerja
116,880.00
29,220.00
0.010
O/H Mandor
194,800.00
1,948.00
389,408.33
426,420.33
449,408.33
31,168.00
449,408.33
480,576.33
1
2 8
3
1.000
M3 AANSTAMPING/ BATU KOSONG
1.200
M3 Batu kali / Batu Karang
508,506.94
0.780
O/H Pekerja
116,880.00
0.039
O/H Mandor
194,800.00
4
7,597.20
1.000
M3 PASANG PONDASI BATU KALI 1 : 3
1.200
M3 Batu kali / Batu Karang
508,506.94
4.040
Zak semen @ 50 Kg
233,312.50
0.486
M3 Pasir Beton
482,506.94
1.500
O/H Pekerja
116,880.00
175,320.00
0.750
O/H Tukang Batu
155,840.00
116,880.00
0.075
O/H Kepala tukang
175,320.00
13,149.00
0.075
O/H Mandor
194,800.00
14,610.00
708,971.93
942,582.50 234,498.37
1.000
M2 PLESTERAN 10 MM CAMP 1 : 3
0.108
Zak semen @ 50 Kg
233,312.50
0.013
M3 Pasir Beton
482,506.94
0.150
O/H Tukang Batu
155,840.00
0.015
O/H Kepala tukang
175,320.00
2,629.80
0.400
O/H Pekerja
116,880.00
46,752.00
0.020
O/H Mandor
194,800.00
844,706.70
942,582.50
2,107,248.20
25,197.75 6,272.59 23,376.00
3,896.00
1.000
M2 PEKERJAAN ACIAN
3.250
Kg Portland Cement
0.200
Pekerja
116,880.00
23,376.00
0.100
Tukang Batu
155,840.00
15,584.00
0.010
Kepala Tukang
175,320.00
1,753.20
0.010
Mandor
194,800.00
1,948.00
1.000
M3 LANTAI COR BETON TUMBUK
4,666.25
6,272.59
25,197.75
108,124.14
15,165.31
42,661.20 13
610,208.33
610,208.33
76,653.80 12
7
610,208.33
319,959.00 11
6
91,166.40 98,763.60
9
5
15,165.31
57,826.51
CAMP 1 Pc :3 Ps : 5 Kr 0.870
M3 Kerikil
482,506.94
4.360
Zak semen @ 50 Kg
233,312.50
419,781.04
0.520
M3 Pasir Beton
482,506.94
0.250
O/H Tukang Batu
155,840.00
0.025
O/H Kepala tukang
175,320.00
4,383.00
1.650
O/H Pekerja
116,880.00
192,852.00
0.080
O/H Mandor
194,800.00
1,017,242.50 250,903.61 38,960.00
15,584.00 251,779.00
14
1.000
M3 COR LANTAI KERJA BETON TANPA TULANGAN 1 :2 :3
0.820
M3 Kerikil
482,506.94
6.500
Zak semen @ 50 Kg
233,312.50
0.540
M3 Pasir Beton
482,506.94
1.000
O/H Tukang Batu
155,840.00
0.100
O/H Kepala tukang
175,320.00
17,532.00
6.000
O/H Pekerja
116,880.00
701,280.00
0.300
O/H Mandor
194,800.00
1.000
1,017,242.50
1,939,706.15
395,655.69 1,516,531.25 260,553.75 155,840.00
58,440.00 933,092.00
15
670,684.65
656,209.44
1,516,531.25
3,105,832.69
M2 COR LANTAI BETON TANPA TULANGAN 1 : 3 : 5 TEBAL 7 CM DIPLESTER
0.820
M3 Kerikil
482,506.94
4.090
Zak semen @ 50 Kg
233,312.50
395,655.69
0.500
M3 Pasir beton
482,506.94
0.500
O/H Tukang Batu
155,840.00
77,920.00
0.050
O/H Kepala tukang
175,320.00
8,766.00
6.000
O/H Pekerja
116,880.00
701,280.00
0.300
O/H Mandor
194,800.00
954,248.13 241,253.47
58,440.00 846,406.00
636,909.16
954,248.13
2,437,563.29
1 16
2
3
4
5
1.000
M' PIPA GALVANIS DIA. 2"
1.200
M' Pipa Gip Dia. 2" Medium A
298,883.33
358,660.00
0.350
Perlengkapan 35% Harga Pipa
104,609.17
36,613.21
0.108
OH Pekerja
116,880.00
12,623.04
0.180
OH Tukang
155,840.00
28,051.20
0.018
OH Kepala Tukang
175,320.00
3,155.76
0.005
OH Mandor
194,800.00
395,273.20
1.000
M' PIPA GALVANIS DIA. 2 1/2"
1.200
M' Pipa Gip Dia. 3" Medium A
508,883.00
610,659.60
0.350
Perlenkapan 35% Harga Pipa
178,109.05
62,338.17
0.108
OH Pekerja
116,880.00
12,623.04
0.180
OH Tukang
155,840.00
28,051.20
0.018
OH Kepala Tukang
175,320.00
3,155.76
0.005
OH Mandor
194,800.00
672,997.77
1.000
M' PIPA GALVANIS DIA. 4"
1.200
M' Pipa Gip Dia.4" Medium A
899,800.00
1,079,760.00
0.350
Perlenkapan 35% Harga Pipa
314,930.00
110,225.50
0.135
OH Pekerja
116,880.00
15,778.80
0.225
OH Tukang
155,840.00
35,064.00
0.023
OH Kepala Tukang
175,320.00
4,032.36
0.007
OH Mandor
194,800.00
1,189,985.50
1.000
M' PIPA GALVANIS DIA. 1/2"
1.200
M' Pipa Gip Dia.1/2" Medium A
70,941.67
85,130.00
0.350
Perlenkapan 35% Harga Pipa
24,829.58
8,690.35
0.054
OH Pekerja
116,880.00
6,311.52
0.090
OH Tukang
155,840.00
14,025.60
0.009
OH Kepala Tukang
175,320.00
1,577.88
0.027
OH Mandor
194,800.00
93,820.36
1.000
M3 PONDASI BETON BERTULANG (150 KG BESI + BEKESTING)
0.200
M3 Kayu Klas I
1.500
Kg Paku Campur 5-12 cm
22,100.00
0.400
Ltr Minyak Bekesting
27,600.00
11,040.00
157.500
Kg Besi Beton Polos
16,221.15
2,554,831.13
2.250
Kg Kawat Beton
33,052.50
74,368.13
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
233,312.50
0.540
M3 Pasir Beton
482,506.94
5.300
O/H Pekerja
116,880.00
619,464.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.300
O/H Tukang Kayu
155,840.00
202,592.00
1.050
O/H Tukang Besi
155,840.00
163,632.00
0.262
O/H Kepala tukang
175,320.00
45,933.84
0.265
O/H Mandor
194,800.00
4,225,000.00
120,994.96
845,000.00 33,150.00
677,320.00 1,586,525.00 260,553.748
51,622.00 1,126,099.84
21
1,246,224.26
5,259.60 27,174.60
20
717,801.77
1,363.60 56,238.76
19
440,077.20
974.00 44,804.00
18
7
974.00 44,804.00
17
6
1,782,873.75
4,259,914.25
1.000
M3 KOLOM BETON BERTULANG (250 KG BESI + BEKESTING)
0.400
M3 Kayu Klas I
4.000
Kg Paku Campur 5-12 cm
22,100.00
2.000
Ltr Minyak Bekesting
27,600.00
55,200.00
250.000
Kg Besi Beton Polos
16,221.15
4,055,287.50
4.500
Kg Kawat Beton
33,052.50
148,736.25
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
233,312.50
0.540
M3 Pasir Beton
482,506.94
8.000
Btg Dolken DIA 8 cm P= 4 m
4.350
O/H Pekerja
116,880.00
508,428.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.650
O/H Tukang Kayu
155,840.00
257,136.00
2.100
O/H Tukang Besi
155,840.00
327,264.00
0.403
O/H Kepala tukang
175,320.00
70,653.96
0.355
O/H Mandor
194,800.00
4,225,000.00
7,168,887.84
1,690,000.00 88,400.00
677,320.00 1,586,525.00 260,553.75
61,166.67
489,333.36
69,154.00 1,275,491.96
3,117,207.11
5,934,148.75
10,326,847.82
1 22
2
3
4
M3 Kayu Klas I
3.200
Kg Paku Campur 5-12 cm
22,100.00
1.600
Ltr Minyak Bekesting
27,600.00
44,160.00
210.000
Kg Besi Beton Polos
16,221.15
3,406,441.50
4,225,000.00
1,352,000.00 70,720.00
3.000
Kg Kawat Beton
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
677,320.00
6.800
Zak Semen PC (@ 50 Kg)
233,312.50
1,586,525.00
0.540
M3 Pasir Beton
482,506.94
260,553.75
Btg Dolken DIA 8 cm P= 4 m
33,052.50
99,157.50
61,166.67
978,666.72
6.350
O/H Pekerja
116,880.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.650
O/H Tukang Kayu
155,840.00
257,136.00
1.400
O/H Tukang Besi
155,840.00
218,176.00
0.333
O/H Kepala tukang
175,320.00
58,381.56
0.318
O/H Mandor
194,800.00
742,188.00
61,946.40 4,855,065.47
3,620,479.00
1.000
M3 PLAT BETON BERTULANG (150 KG BESI + BEKESTING)
0.320
M3 Kayu Klas I
3.200
Kg Paku Campur 5-12 cm
22,100.00
1.600
Ltr Minyak Bekesting
27,600.00
44,160.00
157.500
Kg Besi Beton Polos
16,221.15
2,554,831.13
4,225,000.00
2.250
Kg Kawat Beton
0.820
M3 Batu Pecah 2 - 3 cm
826,000.00
6.800
Zak Semen PC (@ 50 Kg)
233,312.50
0.540
M3 Pasir Beton
482,506.94
12.000
Btg Dolken DIA 8 cm P= 4 m
9,856,228.43
1,352,000.00 70,720.00
33,052.50
74,368.13 677,320.00 1,586,525.00 260,553.75
61,166.67
734,000.04
5.300
O/H Pekerja
116,880.00
619,464.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.300
O/H Tukang Kayu
155,840.00
202,592.00
1.050
O/H Tukang Besi
155,840.00
163,632.00
0.265
O/H Kepala tukang
175,320.00
46,459.80
0.265
O/H Mandor
194,800.00
51,622.00 1,126,625.80
3,023,873.79
4,330,604.25
1.000
M1 KOLOM PRAKTIS BETON BERTULANG
0.002
M3 Kayu Klas I
0.010
Kg Paku Campur 5-12 cm
22,100.00
221.00
3.000
Kg Besi Beton Polos
16,221.15
48,663.45
0.045
Kg Kawat Beton
0.009
M3 Batu Pecah 2 - 3 cm
826,000.00
0.080
Zak Semen PC (@ 50 Kg)
233,312.50
0.006
M3 Pasir Beton
482,506.94
0.180
O/H Pekerja
116,880.00
21,038.40
0.020
O/H Tukang Batu
155,840.00
3,116.80
0.020
O/H Tukang Kayu
155,840.00
3,116.80
0.020
O/H Tukang Besi
155,840.00
3,116.80
0.006
O/H Kepala tukang
175,320.00
1,051.92
0.009
O/H Mandor
194,800.00
2,080,000.00
8,481,103.84
4,160.00
33,052.50
1,487.36 7,434.00 18,665.00 2,895.04
1,753.20 33,193.92
25
7
0.320
1,380,683.96
24
6
M3 BALOK BETON BERTULANG (200 KG BESI + BEKESTING)
16.000
23
5
1.000
14,489.04
69,036.81
1.000
M1 RING BALOK BETON BERTULANG (10 X 15 ) CM
0.003
M3 Kayu Klas III
0.020
Kg Paku Campur 5-12 cm
22,100.00
442.00
3.600
Kg Besi Beton Polos
16,221.15
58,396.14
0.050
Kg Kawat Beton
0.015
M3 Batu Pecah 2 - 3 cm
826,000.00
2,080,000.00
116,719.77
6,240.00
33,052.50
1,652.63 12,390.00
0.110
Zak Semen PC (@ 50 Kg)
233,312.50
0.009
M3 Pasir Beton
482,506.94
25,664.38
0.297
O/H Pekerja
116,880.00
34,713.36
0.033
O/H Tukang Batu
155,840.00
5,142.72
0.033
O/H Tukang Kayu
155,840.00
5,142.72
0.033
O/H Tukang Besi
155,840.00
5,142.72
0.010
O/H Kepala tukang
175,320.00
1,753.20
0.015
O/H Mandor
194,800.00
2,922.00
4,342.56
54,816.72
22,972.56
86,155.14
163,944.42
1 26
2
3
4
6
1.000
M3 SLOOF BETON BERTULANG (200 KG BESI + BEKESTING)
0.270
M3 Kayu Klas III
2.000
Kg Paku Campur 5-12 cm
22,100.00
0.600
Ltr Minyak Bekesting
27,600.00
16,560.00
210.000
Kg Besi Beton Polos
16,221.15
3,406,441.50
2,080,000.00
44,200.00
3.000
Kg Kawat Beton
0.810
M3 Batu Pecah 2 - 3 cm
826,000.00
669,060.00
6.720
Zak Semen PC (@ 50 Kg)
233,312.50
1,567,860.00
0.540
M3 Pasir Beton
482,506.94
260,553.75
5.650
O/H Pekerja
116,880.00
0.275
O/H Tukang Batu
155,840.00
42,856.00
1.560
O/H Tukang Kayu
155,840.00
243,110.40
1.400
O/H Tukang Besi
155,840.00
218,176.00
0.323
O/H Kepala tukang
175,320.00
56,628.36
0.283
O/H Mandor
194,800.00
10.000
7
561,600.00
33,052.50
99,157.50
660,372.00
55,128.40 1,276,271.16
27
5
3,059,073.75
3,566,359.00
7,901,703.91
M1 SALURAN KELILING PAS. BATU TELA CAMP 1Pc : 2Ps UKURAN 25X25CM DIPLESTER 10 MM CAMP.1Pc : 2Ps
111.000
Bh Batu tela
2,925.71
324,753.81 186,377.43
0.350
M3 Pasir pasang
532,506.94
1.750
Zak Semen PC (@ 50 Kg)
233,312.50
1.125
O/H Tukang Batu
155,840.00
0.190
O/H Kepala tukang
175,320.00
33,310.80
3.150
O/H Pekerja
116,880.00
368,172.00
0.169
O/H Mandor
194,800.00
32,921.20
8.500
M3 Plesteran 10 mm 1 : 3
108,124.14
919,055.19
1.000
M1 selokan batu tela 25x25 cm
6.000
M1 PIPA GIP DIAMETER 1/2"
6.000
M1 Pipa GIP 1/2"
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
155,840.00
77,920.00
0.050
O/H Mandor
194,800.00
408,296.88 175,320.00
1,528,779.19 28
511,131.24
408,296.88
244,820.73 56,217.79
337,306.74 160,000.00
9,740.00 115,020.00
497,306.74
1 M1 PERPIPAAN GIP 1/2" 29
M11 PIPA PVC DIAMETER 4"
6.000
M1 Pipa PVC 4"
102,720.00
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
155,840.00
77,920.00
0.050
O/H Mandor
194,800.00
616,320.00 160,000.00
9,740.00 776,320.00
1 M1 PERPIPAAN PVC 4"
891,340.00 148,556.67
6.000
M1 PIPA PVC DIAMETER 3"
6.000
M1 Pipa PVC 3"
1.000
Ls Alat bantu
160,000.00
0.222
O/H Kepala tukang
123,120.00
27,360.00
0.500
O/H Tukang
155,840.00
77,920.00
0.050
O/H Mandor
194,800.00
29,416.81
176,500.86 160,000.00
9,740.00 115,020.00
1 M1 PERPIPAAN PVC 3"
612,326.74 102,054.46
6.000
115,020.00
30
2,448,207.31
336,500.86
451,520.86 75,253.48
PEMASANGAN PIPA 1 26
2
3
4
5
6.000
M' PEMASANGAN PIPA HDPE mm
1.100
O/H Pekerja
116,880.00
128,568.00
0.600
O/H Tukang
155,840.00
93,504.00
0.180
O/H Mandor
194,800.00
35,064.00
1.000
Ls Peralatan
10,000.00
6
10,000.00 267,136.00
27
1.000
M' PEMASANGAN PIPA HDPE 150 MM
6.000
M' PEMASANGAN PIPA HDPE mm
0.800
O/H Pekerja
116,880.00
93,504.00
0.400
O/H Tukang
155,840.00
62,336.00
0.175
O/H Mandor
194,800.00
34,090.00
1.000
Ls Peralatan
10,000.00
10,000.00
1.000
M' PEMASANGAN PIPA HDPE 150 MM
1.000
M' PENGETESAN DAN PENCUCIAN PIPA
0.018
M3 Air
0.017
O/H Pekerja
116,880.00
1,986.96
0.010
O/H Tukang pipa
155,840.00
1,558.40
0.001
O/H Kepala Tukang
175,320.00
175.32
0.001
O/H Mandor
194,800.00
194.80
0.010
Jam Mesin Pompa Kompresor
150,000.00
1,500.00
1.000
Ls Alat Bantu
10,000.00
10,000.00
1.000
M2 DINDING KERAMIK 20 X 25 CM
267,136.00 44,522.67
199,930.00
29
50,000.00
900.00
20.000
Bh Keramik Dinding
2,664.00
0.152
Zak semen @ 50 Kg
108,125.00
0.010
M3 Pasir pasang
383,800.00
0.200
Kg semen putih
22,100.00
0.500
O/H Pekerja
68,400.00
34,200.00
1.000
O/H Tukang Batu
109,440.00
109,440.00
0.100
O/H Kepala tukang
123,120.00
12,312.00
0.075
O/H Mandor
136,800.00
1.000
16,435.00 4,420.00
10,260.00 3,838.00
74,135.00
244,185.00
M2 LANTAI KERAMIK 30X30
11.000
Bh keramik 30x30
0.032
M3 Pasir pasang
383,800.00
0.034
M3 Pasir pasang
108,125.00
1.500
Kg semen putih
22,100.00
0.025
O/H Pekerja
68,400.00
1,710.00
0.125
O/H Tukang Batu
109,440.00
13,680.00
0.010
O/H Kepala tukang
123,120.00
1,231.20
0.010
O/H Mandor
136,800.00
10.000
16,315.48
3,838.00
6,489.00
71,379.00 12,281.60 3,676.25 33,150.00
1,368.00 17,989.20
31
900.00 53,280.00
166,212.00 30
199,930.00 33,321.67
15,415.48 29
7
3,676.25
116,810.60
138,476.05
M2 PENGECATAN BESI
4.250
Kg Cat kilat besi
38,600.00
0.570
Ltr Minyak cat
38,600.00
0.040
O/H Kepala tukang
0.070
O/H Pekerja
68,400.00
4,788.00
1.050
O/H Tukang Cat
109,440.00
114,912.00
0.025
O/H Mandor
136,800.00
3,420.00
123,120.00
164,050.00 22,002.00 4,924.80
128,044.80
186,052.00
314,096.80
KONSULTAN PERENCANA CV. TRIZAJI ENGINEERING CONSULTANT
ARMINA MOINTI,ST DIREKTRIS
26
1.000 30.000
M2 PAVING BLOK Bh Paving blok
3,544.97
106,349.10
0.100
M3 Pasir Pasang
383,800.00
38,380.00
0.100
Tukang batu
#REF!
#REF!
0.010
Kepala tukang
#REF!
#REF!
0.100
Pekerja
#REF!
#REF!
0.015
Mandor
#REF!
#REF! #REF!
38,380.00
106,349.10
#REF!
###
4.04
4.36
ONSULTANT
3,544.97 198,518.32
DAFTAR HARGA UPAH & BAHAN PEKERJAAN LOKASI THN. ANGGARAN
: PEMBANGUNAN BAK INTAKE DAN PIPANISASI INDUK AIR BERSIH KAMP. SARUMAN : SARUMAN DISTRIK WINDESI KABUPATEN KEP. YAPEN : 2015
NO
URAIAN
1
2 I 1 2 3 4 5 II
DAFTAR UPAH Mandor Kepala tukang Tukang Batu Pekerja Tukang Air
SATUAN 3
HARGA SATUAN ( Rp ) 4
H/o H/o H/o H/o Ttk
194,800.00 175,320.00 155,840.00 116,880.00 155,840.00
DAFTAR BAHAN
1 2
Semen @ 50 Kg + Biaya Angkut Ke Lokasi Pekerjaan Semen putih
Zak Kg
233,312.50 8,250.00
3
Pasir urug
M3
374,506.94
4
Pasir pasang
532,506.94
5
Pasir beton
6
Batu Pondasi
7
Kerikil
8
Sirtu
9
Urugan Pilihan
M M3 M3 M3 M3 M3 M3
10 11
Batu pecah 2 - 3 cm Batu tela
12
Kayu / Papan Klas III
13
Kayu / papan Klas II
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Kayu / papan Klas I Dolken Kayu DIA 8-10 cm/ 400 cm Paku campur Paku Tripleks Paku seng Besi beton DIA 12 mm Polos Besi beton Dia 8 mm Polos Besi Beton DIA 10 mm Kawat Las RB (3,2) Pengelasan Kawat ikat Cat kilat Cat dinding /plafond Cat besi Residu/karbolium Minyak Bekesting Mesin Pompa Kompresor
3
Bh
M3 M3 M3 Btg Kg Kg Kg Kg Kg Kg Kg Cm Kg Kg Kg Kg Ltr Ltr Jam
482,506.94 508,506.94 482,506.94 374,506.94 324,506.94 1,094,770.00 7,800.00 2,843,571.43 3,648,571.43 5,891,071.43 138,220.00 31,727.50 37,765.00 37,765.00 24,616.91 24,616.91 24,616.91 65,000.00 35,000.00 33,052.50 38,600.00 16,600.00 38,600.00 49,600.00 27,600.00 150,000.00
1
2 IV 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
3
4
DAFTAR BAHAN AIR Paralon (PVC) dia 4" Paralon (PVC) dia 3" Pipa galvanis (GIP) dia 1/2"(medium A) Pipa galvanis (GIP) dia 2"(medium A) Pipa galvanis (GIP) dia 2 1/2"(medium A) Pipa galvanis (GIP) dia 3"(medium A) Pipa galvanis (GIP) dia 4"(medium A) Kran air aluminium 1/2 " Alat Bantu Pipa HDPE 150 mm Pipa HDPE 100 mm Pipa HDPE 75 mm Pipa HDPE 50 mm Gate Valve Falange 100 mm Gate Valve Falange 62,5 mm Gate Valve Falange 50 mm Tee Gip 2" Tee Gip 2 1/2" Tee Gip 3" Tee All Flange 62,5 mm x 62,5 mm Tee All Flange 62,5 mm x 50 mm Tee All Flange 50 mm x 50 mm Tee All Flange 75 mm x 62.5 mm Tee All Flange 75 mm x 75 mm Pasang Bend 90 100 mm Pasang Bend 90 62,5 mm Pasang Bend 90° Ǿ 50 mm Pasang Bend 45° Ǿ 50 mm Pasang Bend 45° Ǿ 62.5 mm Pasang Bend 45° Ǿ 75 mm Elbow 450 Ǿ 50 mm Elbow 450 Ǿ 75 mm Elbow 450 Ǿ 100 mm Elbow 900 Ǿ 50 mm Elbow 900 Ǿ 75 mm Elbow 900 Ǿ 100 mm Strainer Flange GIP Ǿ 150 mm Strainer Flange GIP Ǿ 100 mm Flange GIP Ǿ 100 mm Flange GIP Ǿ 75 mm Flange GIP Ǿ 62.5 mm Flange GIP Ǿ 50 mm
M1
Clamp Saddle Ǿ 2x1" Clamp Saddle Ǿ 1x1/2" Double Nepple GIV Ǿ 1//2" Sock Drat GIV Ǿ 1" Sock Drat GIV Ǿ 1/2" Coupling 1/2" Elbow 1/2" Kran 1/2"
Bh Bh Bh Bh Bh Bh Bh Bh
M1 M1 M1
Bh Ls
M1 M1 M1 M1 M1 Bh Bh
Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh
102,720.00 73,000.00 70,941.67 298,883.33 508,883.00 633,154.17 899,800.00 42,450.00 10,000.00 645,048.75 325,966.25 204,662.50 97,617.50 4,313,450.00 3,293,025.00 2,272,600.00 76,975.00 135,725.00 194,475.00 3,550,000.00 0.00 467,625.00 957,800.00 966,562.50 582,225.00 469,500.00 306,200.00 273,700.00 388,912.50 504,125.00 95,737.50 157,637.50 223,037.50 103,137.50 182,337.50 260,137.50 3,478,300.00 2,627,475.00 273,025.00 220,437.50 187,643.75 154,850.00 228,260.00 178,260.00 16,200.00 19,450.00 11,400.00
42,725.00 15,700.00 42,725.00
Harga Asli 194,800.00 175,320.00 155,840.00 116,880.00 155,840.00
133,312.50 6,250.00 324,506.94 432,506.94 432,506.94 408,506.94 432,506.94 324,506.94 324,506.94 894,770.00 7,800.00 2,843,571.43 3,648,571.43 5,891,071.43 138,220.00 31,727.50 37,765.00 37,765.00 22,616.91 22,616.91 22,616.91
Tambahan Biaya Pikul 100,000.00 2,000.00 50,000.00 100,000.00 50,000.00 100,000.00 50,000.00 50,000.00 200,000.00 2,000.00 2,000.00 2,000.00
INTAKE
INTAKE
92,720.00 63,000.00 70,941.67 298,883.33 633,154.17 884,800.00 42,450.00 10,000.00
630,048.75 315,966.25 204,662.50 97,617.50 4,113,450.00
10,000.00 10,000.00
15,000.00
15,000.00 10,000.00
200,000.00
2,272,600.00 76,975.00
INTAKE
194,475.00
3,550,000.00 467,625.00 957,800.00 966,562.50 582,225.00 469,500.00 306,200.00 273,700.00 504,125.00 95,737.50 157,637.50 223,037.50 103,137.50 182,337.50 260,137.50 3,403,300.00 2,552,475.00 263,025.00 215,437.50 154,850.00 228,260.00 178,260.00 16,200.00 19,450.00 11,400.00
INTAKE
75,000.00 75,000.00 10,000.00 5,000.00
198400 101440 114120 126800 63,400.00 63,400.00 63,400.00 1.6 1.8 2 101440 114120 126800 KAHAR SERMIADI ###
90,000.00
91,000.00
23,000.00
22,000.00
225,000.00 224,000.00 300,000.00 300,000.00 225,000.00 224,000.00 225,000.00 224,000.00 225,000.00 224,000.00 225,000.00 224,000.00 225,000.00 224,000.00 650,000.00 650,000.00 2,500.00
2,600.00
### ### ### 107,300.00 ### 83,350.00 ### 65,500.00
### ### ### ###
19,163.47 19,000.00 20,000.00 22,110.68 22,000.00 23,000.00 117,292.50 117,300.00 120,000.00 65,000.00 65,000.00 65,500.00 35,000.00 35,000.00 35,000.00 33,052.50 33,050.00 33,000.00 41,242.50 41,225.00 41,300.00 17,842.50 17,825.00 18,000.00 41,242.50 41,225.00 41,300.00 23,692.50 23,500.00 23,700.00 41,242.50 41,200.00 41,300.00 58,792.50 58,800.00 58,750.00 41,242.50 41,250.00 41,200.00 37,732.50 37,700.00 36,000.00
DAFTAR HARGA UPAH & BAHAN KEGIATAN PEKERJAAN LOKASI THN. ANGGARAN
: PENINGKATAN UPAYA KESEHATAN KABUPATEN KEPULAUAN YAPEN : PEMASANGAN INSTALASI AIR DAN PEMBUATAN MENARA AIR : SERUI DISTRIK YAPEN SELATAN KABUPATEN KEP. YAPEN : 2014
NO
URAIAN
1
2 I 1 2 3 4 5 II
DAFTAR UPAH Mandor Kepala tukang Tukang Pekerja Tukang listrik
SATUAN 3
H/o H/o H/o H/o Ttk
DAFTAR BAHAN
1 2
Semen @ 50 Kg Semen putih
Zak Kg
3
Pasir urug
4
Pasir pasang
5
Pasir beton
6
Batu Pondasi
7
Kerikil
8
Sirtu
9
Urugan Pilihan
M3 M3 M3 M3 M3 M3 M3 M3
10 11 12 13 14 15
Batu pecah 2 - 3 cm Batu tela Keramik Lantai 40 x 40 cm Keramik Lantai 30 x 30 cm Keramik Lantai KM/WC 20 x 20 cm Keramik Dinding 20 x 25 cm
16
Kayu / Papan Klas III
17
Kayu / papan Klas II
18 19 20 21 22 23 24 25 26 27 28 29 30 31
Kayu / papan Klas I Dolken Kayu DIA 8-10 cm/ 400 cm Paku campur Besi beton DIA 12 mm Polos Besi beton Dia 8 mm Polos Besi Beton DIA 10 mm Kawat ikat Cat kilat Cat besi Minyak Bekesting Meni Aqua Proof Minyak cat Kunci Gembok
III 1 2 3 4 5 6 7 8
Bh Bh Bh Bh Bh
M3 M3 M3 Btg Kg Kg Kg Kg Kg Kg Kg Ltr Kg Kg Ltr Bh
DAFTAR BAHAN AIR Paralon (PVC) dia 4" Paralon (PVC) dia 3" Pipa galvanis (GIP) dia 1/2"(medium A) Pipa galvanis (GIP) dia 2"(medium A) Kran air aluminium 1/2 " Lem paralon Alat Bantu Instalasi Air Bersih
M1 M1 M1 M1 Bh Tube Ls Ttk
1
2 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Pipa HDPE 75 mm Pipa HDPE 62,5 mm Pipa HDPE 50 mm Gate Valve Falange 62,5 mm Gate Valve Falange 50 mm Gate Valve Falange 100 mm Tee All Flange 62,5 mm x 62,5 mm Tee All Flange 62,5 mm x 50 mm Tee All Flange 50 mm x 50 mm Tee All Flange 75 mm x 62,5 mm Tee All Flange 75 mm x 75 mm Tee All Flange 100 mm x 50 mm Pasang Bend 90 75 mm Pasang Bend 90 62,5 mm Pasang Bend 90° 50 mm Pipa HDPE 150 mm Pipa HDPE 100 mm Reducer 150 mm x 100 mm
3
M1 M1 M1 Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M1 M1 Bh
KONTRAKTOR PELAKSANA CV. NAIN INDAH
DINA M. SEMBOARI, SH DIRETRIS
& BAHAN
BUPATEN KEPULAUAN YAPEN EMBUATAN MENARA AIR PATEN KEP. YAPEN
HARGA SATUAN ( Rp ) 4
136,800.00 123,120.00 109,440.00 68,400.00 109,440.00
108,125.00 22,100.00
101440 114120 126800 63,400.00 63,400.00 63,400.00 1.6 1.8 2 101440 114120 126800 KAHAR SERMIADI 90,000.00 23,000.00
91,000.00 22,000.00
311,200.00
225,000.00
224,000.00
383,800.00
300,000.00
300,000.00
311,200.00
225,000.00
224,000.00
311,200.00
225,000.00
224,000.00
311,200.00
225,000.00
224,000.00
311,200.00
225,000.00
224,000.00
311,200.00
225,000.00
224,000.00
23,112.50
826,000.00 2,925.71
13,296.00 6,489.00 2,664.00 3,330.00 2,080,000.00 2,630,000.00 4,225,000.00 61,166.67 22,100.00 16,221.15 20,612.82 17,841.94 33,052.50 38,600.00 38,600.00 27,600.00 38,600.00 75,000.00 38,600.00 55,066.67
35,791.74 29,416.81 56,217.79 231,855.00 22,029.17 8,900.00 160,000.00 75,000.00
14,096.16 2,822.04 3,527.55 2,398,500.00 4,153,500.00 107,250.00 83,362.50 65,520.00
650,000.00 650,000.00 2,500.00 2,600.00 14,096.16 14,050.00 2,500.00 2,800.00 3,300.00 3,500.00 2,300,000.00 2,200,000.00 4,200,000.00 4,150,000.00 107,300.00
107,000.00 85,000.00 66,000.00
19,163.47 65,000.00 35,000.00 33,052.50 #REF! 23,692.50 58,792.50 37,732.50 5,908.50 217,035.00 450,742.50
83,350.00 65,500.00 19,000.00 65,000.00 35,000.00 33,050.00 #REF! 23,500.00 58,800.00 37,700.00 6,000.00 216,000.00 450,000.00
49,368.29 35,589.44 52,998.50 23,634.00 9,652.50
49,500.00 35,600.00 53,000.00 23,600.00 9,600.00
49,200.00 35,000.00 53,000.00 23,500.00 10,000.00
1,446,500.00 1,650,000.00 2,500,000.00
1,450,000.00 1,650,000.00 2,500,000.00
1,450,000.00 1,650,000.00 2,500,000.00
20,000.00 65,500.00 35,000.00 33,000.00 #REF! 23,700.00 58,750.00 36,000.00 6,000.00 217,000.00 455,000.00
KTOR PELAKSANA NAIN INDAH
M. SEMBOARI, SH
4 245,400.00 189,450.00 133,500.00 2,768,695.50 2,609,700.00 3,250,000.00 944,900.00 892,400.00 879,500.00 957,800.00 1,023,200.00 1,084,000.00 560,000.00 469,500.00 379,000.00 285,000.00 250,000.00 650,000.00
6.25
111,900.00 55950
2927691 2609700
317991 158995.5
1023200 957800
65400
181,000.00 90500 469,500.00
Related Documents 543cg
Rab Air Bersih 2016 5013e
January 2021 0
Rab Air Bersih 6q6s
April 2020 33
Rab Pembangunan Intake Dan Jaringan Air Bersih 1v2q36
December 2020 0
Air Bersih 3j5l3z
November 2019 51
Spesifikasi Teknis Air Bersih 2016.pdf 4u3x1n
July 2020 0
Supplyer Air Bersih Surabaya 636p2k
December 2020 0More Documents from "swingli" 4zpr