NO 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 2 2.1 2.2 2.3 2.4
URAIAN PEKERJAAN PEKERJAAN PERSIAPAN Pembersihan Lokasi Pengukuran Proyek dan Bouplank Papan Nama Proyek Pemagaran Proyek Pembuatan Direksi Keet Pembuatan Gudang Penyimpanan Material Pos Keamanan Proyek Pembuatan Mushola Listrik Kerja Air Bersih Pembuatan Bedeng Pembuatan WC Pekerja Dokumentasi dan Laporan Berkala Proyek Mobilisasi dan Demobilisasi Kantin PEKERJAAN TANAH Galian Tanah Striping Timbunan Tanah Pengangkutan Tanah
3
PEKERJAAN STRUKTUR BAWAH JEMBATAN
3.1
Tiang Pancang Pengadaan Pengadaan tiang pancang abutment (A1) dan (A2) Pengadaan tiang pancang pilar (P1) dan (P2) Pemancangan Pemancaangan tiang pancang abutment (A1) dan (A2) Pemancaangan tiang pancang pilar (P1) dan (A2)
3.1.1 3.1.2 3.1.5 3.1.6 3.2
Pile Cap Penulangan 3.2.1 Penulangan pilecap pilar (P1) dan (P2) a. Tulangan D32-125 b. Tulangan D29-100 Pembetonan 3.2.2 Pembetonan pilecap pilar (P1) dan (P2) 3.2.3 Lantai Kerja beton kelas E tebal 10 cm (P1) dan (P2) 3.3 Abutment
Penulangan 3.3.1 Penulangan abutment (A1) dan (A2) a. Tulangan D22-100 b. Tulangan D16 c. Tulangan D29-100 Bekisting 3.3.2 Bekisting abutment (A1) dan (A2) Pembetonan 3.3.3 Pembetonan abutment (A1) dan ( A2) 3.3.4 Lantai Kerja beton kelas E tabal 10 cm 3.4 Pier Penulangan 3.4.1 Penulangan pier (P1) dan (P2) a. Tulangan D34D32 b. Tulangan D22-80 c. Tulangan D22-160 Bekisting 3.4.2 Bekisting pier (P1) dan (P2) Pembetonan 3.4.3 Pembetonan pier (P1) dan (P2) 3.5 Pier Head Penulangan 3.5.1 Penulangan pier head (P1) dan (P2) a. Tulangan D25 b. Tulangan D28-100 Bekisting 3.5.2 Bekisting pier head (P1) dan (P2) Pembetonan 3.5.3 Pembetonan pier head (P1) dan (P2) 3.6 Pengaku 3.6.1 Pembetonan 3.6.2 Penulangan a. Tulangan 21D22 b. Tulangan D22 - 70 4
PEKERJAAN STRUKTUR ATAS JEMBATAN
4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9
Pekerjaan Beton Prategang Precast Bearing Pad Elastomer Erection Girder Girder Prategang 26 m Precast WIKA BETON Cover Plate Pre-Stress Kabel Pre-Stress Angkur Diafragma
4.9.1 Penulangan Diafragma a. Tulangan 3D16 b. Tulangan D12 - 70 4.9.2 Pembetonan Diafragma 4.10 Lantai Jembatan tebal 20 cm 4.10.1 Penulangan lantai jembatan a. Tulangan D13 - 70 b. Tulangan D10 - 150 4.10.2 Pembetonan lantai jembatan 4.11 Lantai Kerja tebal 7 cm 4.11.1 Penulangan lantai kerja a. Tulangan D10 -100 b. Tulangan D10 - 250 4.11.2 Pembetonan Lantai kerja 4.12 Paraphet 4.12.1 Penulangan paraphet a. Tulangan 11 D 13 b. Tulangan 10 D 13 4.12.3 Pembetonan paraphet 5 5.1
PEKERJAAN RIGIT PAVEMENT Pekerjaan Sub Grade
5.1.1 Pemadatan tanah Sub Grade 5.2 Lapisan Sirtu 5.2.1 Pekerjaan Timbunan Sirtu 5.2.2 Pemadatan Sirtu 5.3 Pekerjaan Lean Concrete K-175 5.3.1 Pekerjaan Bekisting 5.3.2 Pembongkaran Bekisting 5.3.3 Pengecoran 10 cm Pemasangan Plastik Pekerjaan Penulangan Penulangan Dowel Ø38 Pemasangan PVC 3/4" Penulangan Tie Bar Ø13 Pekerjaan Rigid Pavement K-450 5.6.1 Pekerjaan Bekisting 5.6.2 Pembongkaran Bekisting 5.6.3 Pengecoran 30 cm 5.7 Pekerjaan Pengaspalan AC WC 5 cm 5.4 5.5 5.5.1 5.5.2 5.5.3 5.6
6 6.1 6.2
PEKERJAAN UNDERPASS Galian Tanah Pemadatan Tanah
6.3 6.4 6.5 6.6
Pemindahan Tanah Pembetonan Untuk Underpass Penulangan Underpass Penulangan plat atas a. Tulangan D29 - 100 b. Tulangan D16 - 100 6.7 Penulangan dinding a.Tulangan D29 - 200 b. Tulangan D16 - 100 6.8 Penuangan lantai a. Tulangan D29 - 100 b. Tulangan D16 - 100 7 PEKERJAAN DRAINASE 7.1 Pekerjaan Saluran trapesium 7.1.1 Pekerjaan Galian saluran 7.1.2 Pemasangan saluran (precast) 8 8.1 9 9.1 9.1.1 9.1.2 9.1.3 9.2 9.2.1 9.2.2 9.2.3 9.2.4 9.3 9.4 9.4.1 9.4.2
PEKERJAAN MEDIAN Pemasangan MCB (Pre cast) PEKERJAAN FINISHING Pembuatan Marka Jalan Marka Badan Jalan Marka Bahu Dalam Marka Bahu Luar Pekerjaan Rambu Rambu STA (setiap 200 m) Rambu Larangan Rambu Peringatan Rambu Petunjuk Pemasangan guard drill Pemasangan reflector Reflector menempel pada guarddrill Reflector berdiri ditanah
10 PEKERJAAN ELEKTRIKAL 10.1 Lampu PJU (setiap 50 m) 10.1.1 Pemasangan PJU 10.1.2 Pondasi PJU 10.1.3 10.1.4 10.2 10.3
Bekisting Pondasi PJU Pembongkaran Bekisting Pondasi PJU Pemasangan listrik Pemasangan CCTV
11 PEKERJAAN LAIN LAIN 11.1 Pekerjaan Pembangunan Pagar Permanen (Damija)
11.2 Pembersihan Kembali Lokasi
KUANTITAS
SATUAN
213255.00 213255.00 2.00 213255.00 48.00 50.00 4.00 25.00 1.00 1.00 40.00 20.00 1.00 1.00 32.00
m² m² unit m² m² m² m² m² Ls Ls m² m² Ls Ls m²
5489883.49 213255.00 4020994.80 9510878.30
m³ m² m³ m³
1944.00 1944.00
Unit Unit
1944.00 1944.00
Unit Unit
11831.04 32557.65
Kg Kg
198.50 266.40
m³ m³
21467.97 13057.95 12619.05
Kg Kg Kg
795.60
m²
214.44 22.92
m³ m³
51308.06 959.30 496.48
Kg Kg Kg
2386.80
m²
68.76
m³
17088.82 31800.17
Kg Kg
462.00
m²
437.76
m³
31.36
m3
6035.79 8593.92
kg kg
80.00 80.00 1.00 40.00 120.00
unit unit Ls unit unit m
40.00
374.93 647.89 44.10
Kg Kg m³
38538.57 10663.42 2077.92
Kg Kg m³
4314.60 1597.59 48.16
Kg Kg m³
346.15 1079.51 16.24
Kg Kg m³
200299.50
m2
10014.98
m3
200299.50
m2
2412.66 1.00 20029.95
m2 ls
200299.50
m2
342551.34 20588.40 11391.26
kg m kg
7237.98 1.00 60089.85 23746.73
m2 Ls m3 Ton
161864.19 24599.42
m³ m²
3
m
161864.19 41532.36
m³ m³
1274833.67 389190.78
kg kg
1821592.54 564540.48
kg kg
1274833.67 389190.78
kg kg
34141.13
m3
12186.00
m1
12186.00
unit
1566.77 1218.60 1218.60 61.00 61.00 10.00 15.00 6.00 12426.00
m² m² m² unit unit unit unit unit m
3679.80 2437.20
unit unit
304.75 38.09
Unit
304.75 1.00 1.00 3.00
m2 Ls Ls Unit
12190.00
m
m3
1.00
LS
No
URAIAN PEKERJAAN
1 1.1
PEKERJAAN PERSIAPAN Pembersihan Lokasi
PERHITUNGAN
35 m
Panjang Lebar
= =
6093 35
L lokasi
=
pxl
6093 m
1.2
KUANTITAS
SATUAN
213255
m2
213255
m2
2
Unit
213255
m2
m m
213255
m2
m m
Pengukuran Proyek dan Bouplank Panjang Lebar
= =
6093 35
L lokasi
=
pxl
35 m
213255
m2
6093 m
1.3
Papan Nama Proyek
1.4
Pemagaran Proyek Panjang Lebar
= =
6093 35
L lokasi
=
pxl
m m
35 m
213255
m2
6093 m
1.5
Pembuatan Direksi Keet
4m
12 m
Panjang Lebar
= =
12 4
m m
L Direksi Keet
=
pxl 48
m2
48
m2
1.6
Pembuatan Gudang Penyimpanan Material 5m
Panjang Lebar
= =
10 5
L gudang
=
pxl 50
m m 50
m2
4
m2
m2
10 m
1.7
Pos Keamanan Proyek Panjang Lebar L pos keamanan
2
= = =
2 2 pxl 4
m m m2
2
1.8
Pembuatan Mushola Panjang Lebar L mushola
5m
= = =
5 5 pxl 25
m m
25
m2
1 1
Ls Ls m²
40
m2
m2
5m
1.9 Listrik Kerja 1.10 Air Bersih 1.11 Pembuatan Bedeng
4
Panjang Lebar L mushola
= = =
10 4 pxl 40
m m m2
10
1.12 Pembuatan WC Pekerja
m² 2
10
Panjang Lebar L mushola
= = =
10 2 pxl 20
m m m2
20
m2
10
1.13 Dokumentasi dan Laporan Berkala Proyek 1.14 Mobilisasi dan Demobilisasi 1.15 Kantin 4
Panjang Lebar L mushola
= = =
8 4 pxl 32
m m
1 1
Ls Ls m²
32
m2
5489883.495
m3
213255
m2
m2
8
2
PEKERJAAN TANAH
2.1
Galian Tanah
2.2
Striping
2.3
Timbunan Tanah
4020994.801
m3
2.4
Pengangkutan Tanah
9510878.296
m3
1944
m
3 3.1
PEKERJAAN STRUKTUR BAWAH JEMBATAN Tiang Pancang Pengadaan 3.1.1 Pengadaan tiang pancang abutment (A1) dan (A2)
Jumlah abutment
= =
4 27
buah unit
Jumlah tiang pancang tiap abutment Total
=
108
unit
Total kebutuhan tiang pancang
=
jumlah x panjang 108 x 18 1944
m
3.1.2 Pengadaan tiang pancang pilar (P1) dan (P2)
Jumlah pilar Jumlah tiang pancang tiap pilar Total
= =
4 27
buah unit
=
108
unit
jumlah x panjang 108 x 18 1944
m
1944 1944
m m
Total kebutuhan tiang pancang
Pemancangan 3.1.5 Pemancaangan tiang pancang abutment (A1) dan (A2) 3.1.6 Pemancaangan tiang pancang pilar (P1) dan (A2)
Total tiang pancang abutment Total tiang pancang pilar
= =
Pile Cap Penulangan 3.2.1 Penulangan pilecap pilar (P1) dan (P2) a. Tulangan D32-125 b. Tulangan D29-100
1944
m
1944 1944
m m
11831.04 32557.652
kg kg
198.5
m3
266.4
m3
3.2
Pembetonan 3.2.2 Pembetonan pilecap pilar (P1) dan (P2)
Jumlah pile cap pilar volume beton tiap pile cap pilar Volume total
3.2.3 Lantai Kerja beton kelas E tebal 10 cm (P1) dan (P2)
Jumlah lantai kerja volume lantai kerja tiap pile cap pilar Volume total
= =
4 49.625
unit
=
198.5
m3
= =
4 66.6
unit
=
266.4
m3
m3
m3
3.3
Abutment Penulangan 3.3.1 Penulangan abutment (A1) dan (A2) a. Tulangan D22-100 b. Tulangan D16 c. Tulangan D29-100 Bekisting 3.3.2 Bekisting abutment (A1) dan (A2)
Pembetonan 3.3.3 Pembetonan abutment (A1) dan ( A2)
Jumlah abutment Luas bekisting tiap abutment Total
= = =
4 198.9 795.6
unit
Jumlah abutment
= =
4 53.61
unit
Volume total
=
214.44
m3
Jumlahlantai kerja
= =
4 5.73
0 m
=
22.92
m3
volume beton tiap abutment
3.3.4 Lantai Kerja beton kelas E tabal 10 cm
volume beton tiap lantai kerja Volume total Pier Penulangan 3.4.1 Penulangan pier (P1) dan (P2) a. Tulangan D34D32 b. Tulangan D22-80 c. Tulangan D22-160 Bekisting 3.4.2 Bekisting pier (P1) dan (P2)
21467.97 13057.95 12619.045
kg kg kg
795.6
m2
214.44
m3
22.92
m3
51308.061 959.296 496.477
kg kg kg
2386.8
m2
68.76
m3
2
m m2
3
m
3
3.4
Pembetonan 3.4.3 Pembetonan pier (P1) dan (P2)
Jumlah pier Luas bekisting pier Total
= = =
12 198.9 2386.8
unit
Jumlah pier
= =
12 5.73
unit
=
68.76
m3
volume beton tiap pier Volume total
2
m m2
3
m
3.5
Pier Head Penulangan 3.5.1 Penulangan pier head (P1) dan (P2) a. Tulangan D25 b. Tulangan D28-100 Bekisting 3.5.2 Bekisting pier head (P1) dan (P2)
Pembetonan 3.5.3 Pembetonan pier head (P1) dan (P2)
Jumlah pier head Luas bekisting pier Total
= = =
4 115.5 462
unit
Jumlah pier
= =
4 109.44
unit
=
437.76
m3
volume beton tiap pier Volume total 3.6
462
m2
437.76
m3
31.36
m3
6035.79 8593.92
kg kg
m3
Pengaku
4.1
Pekerjaan Beton Prategang Precast
4.2
Bearing Pad
4.4
kg kg
m2 m2
3.6.1 Pembetonan 3.1.6.2 Penulangan a. Tulangan 21D22 b. Tulangan D22 - 70 4 PEKERJAAN STRUKTUR ATAS JEMBATAN
4.3
17088.824 31800.173
Total jumlah girder bentang 26 m Jumlah bering pad tiap bentang Total
= = =
40 2 80
buah unit unit
80
unit
Total jumlah girder bentang 26 m Jumlah bering pad tiap bentang Total
= = =
40 2 80
buah unit unit
80
unit
1
ls
1
ls
Elastomer
Erection Girder
4.5
Girder Prategang 26 m Precast WIKA BETON Tinggi girder yang digunakan jmlah girder yang digunakan
4.6
4.7
4.8
=
125 40
cm unit
40
unit
jumlah girder yang digunakan Jumlah cover pre stres (1 sisi)
120 120
unit unit
120
unit
Jumlah kabel tiap girder Jumlah girder panjang gierder
24 40 26
unit unit m
24960
m
40 40
unit unit
40
unit
374.932 647.888 44.1
kg kg
Cover Plate Pre-Stress
Kabel Pre-Stress
Angkur jumlah girder yang digunakan 19 K 16 Jumlah cover pre stres (1 sisi) TIPE DONGKRAK K500
4.9 Diafragma 4.9.1 Penulangan Diafragma a. Tulangan 3D16 b. Tulangan D12 - 70 4.9.2 Pembetonan Diafragma Panjang Lebar Tebal Jumlah Diafragma Volume beton
= = = = =
1.75 1.05 0.5 48 44.1
m m m m m3
m3
4.10 Lantai Kerja tebal 7 cm 4.10.1 Pembetonan Panjang Lebar Tebal Jumlah Lantai kerja Volume beton
= = = = =
26 1.47 0.07 18 48.1572
48.1572
m3
4314.6 1597.59
kg kg
2077.92
m3
38538.57 10663.42
kg kg
16.24
m3
346.152 1079.51
kg kg
m m m buah m3
4.10.2 Penulangan a. Tulangan D10 -100 b. Tulangan D10 - 250
4.11 Lantai Jembatan tebal 20 cm 4.11.1 Pembetonan lantai jembatan Panjang Lebar Tebal Volume Beton
= = = =
26 16.65 0.2 519.48
m m m m3
4.11.2 Penulangan lantai jembatan a. Tulangan D13 - 70 b. Tulangan D10 - 150 4.12 Paraphet 4.12.1 Pembetonan paraphet 4.12.3 Penulangan paraphet a. Tulangan 11 D 13 b. Tulangan 10 D 13 5 PEKERJAAN RIGIT PAVEMENT 5.1 Pekerjaan Sub Grade 5.1.1 Pemadatan tanah Sub Grade
Panjang Lebar
333,3 m 6015 m
L pemadatan
= = = =
6015 m 33.3 m m 200299.5 m2
200,300 m2
5.2 Lapisan Sirtu 5.2.1 Pekerjaan Timbunan Sirtu
0,05 m
Panjang Lebar Tebal Vsirtu
= = =
10,015 m3
6015 m 33.3 m 0.05 m
=
PxLxT
=
10014.975 m3
6015 m
5.2.2 Pemadatan Sirtu 333,3 m
Panjang Lebar
= =
6015 m 33.3 m
Lplastik
=
PxL
=
200,300 m2
200,300
m2
2,413
m2
6015 m
5.3 Pekerjaan Lean Concrete K-175 5.3.1 Pekerjaan Bekisting
16,65 m
6015 m
5.3.2 5.3.3
Pembongkaran Bekisting Pengecoran 10 cm
Panjang Tebal Lebar Luas jumlah
= = = = = =
1206.33 m2 2412.66
Panjang Lebar Tebal
= = =
6015.00 m 33.3 m 0.1 m
VLC
=
pxlxt
=
20029.95 m3
Panjang Lebar
= =
6015.00 m 33.3 m
Luas
= =
pxl 200299.5 m2
Kebutuhan
6015 m 0.1 m 16.65 m
2
unit
1
333,3 m
ls
20,030
m3
200,300
m2
6015 m
5.4
Pemasangan Plastik
5.5 Pekerjaan Penulangan 5.5.1 Penulangan Dowel Ø38
5.5.2 Pemasangan PVC 3/4"
5.5.3 Penulangan Tie Bar Ø13
Panjang Jalan Panjang/Segmen Jumlah Segmen 2 jalur
= = =
Lebar Jalan Diameter Dowel Jarak Dowel Jumlah Dowel 1 Segmen Total Jumlah Dowel Berat 1 Dowel (0,45 m) Total Berat Dowel
= = = = = = = =
6015.00 5.00 2408.00 2408.00 16.65 0.030 0.30 56.50 57.00 137,256 2.50 342,551
pipa PVC adalah expension cap Panjang Tul Dowel Jumlah Dowel Panjang PVC
= = =
0.45 m 137,256 buah 20,588 m
Panjang Jalan Panjang/Segmen Jumlah Segmen 2 jalur
16,65 m
6015 m
m m m buah buah buah kg/batang kg
Total Jumlah Tiebar Berat 1 Tiebar (0,64 m) Total Berat Tiebar
= = = = = = = = = = =
6015.00 5.00 2408.00 2408.00 0.013 0.82 7.10 7.10 17,091 0.67 11,391
m m segmen segmen m m buah buah buah kg/batang kg
Panjang Tebal Lebar Luas Kebutuhan Jumlah
= = = = = =
6015.00 0.3 16.65 3618.99 2 7237.98
m m m
Diameter Tiebar Jarak Tiebar Jumlah Tiebar 1 Segmen
5.6 Pekerjaan Rigid Pavement K-450 5.6.1 Pekerjaan Bekisting
m m segmen
m2 buah m2
342,551
Kg
20,588
m
11,391
Kg
7,238
m2
5.6.2 Pembongkaran Bekisting 5.6.3 Pengecoran 30 cm
1 Panjang Lebar Tinggi Kebutuhan V RP
= = = = =
6015.00 16.65 0.3 2 pxlxt
=
30044.925 m3 60089.85 m3
=
5.7
Pekerjaan Pengaspalan AC WC 5 cm
Panjang Lebar Tinggi V Penaspalan 2 Jalur
6 6.1
= = = = = =
6095 16.65 0.05 pxlxt 5074.0875 23746.7295
ls 60,090 m3
m m m Jalur
m m m 23,747
Ton
m3 Ton
PEKERJAAN UNDERPASS Galian Tanah
161864.1902
m3
24599.421
m2
161864.1902
m3
41532.36129
m3
1815.00 60.00
1695.00
60.00
60.00
533.50
65.00
6.2
lebar underpass tinggi underpass panjang underpass Jumlah underpass Volume galiaan
m3
= 18.15 = 677.67 = 2 buah tipikal = 19.95 x 677.67 x 2 = 24599.421
m m
m2
Pemindahan Tanah lebar underpass tinggi underpass panjang underpass Jumlah underpass Volume galiaan
6.4
m m m
Pemadatan Tanah lebar underpass panjang underpass Jumlah underpass Pemadatan tanah
6.3
= 18.15 = 6.58 = 677.67 = 2 buah tipikal = 19.95 x 6.58 x 677.67 x 2 161864.1902
Pembetonan Untuk Underpass
= 18.15 = 6.58 = 677.67 = 2 buah tipikal = 19.95 x 6.58 x 677.67 x 2 161864.1902
m m m
m3
1815.00 60.00
1695.00
60.00
60.00
533.50
65.00
6.5
lebar underpass tinggi underpass panjang underpass Jumlah underpass Tebal plat atas Tebal dinding Tebal plat bawah Volume beton
= 18.15 = 6.58 = 677.67 = 2 buah tipikal = 0.6 0.6 0.65 = 41532.36129
m m m m m m m3
Penulangan Underpass
6.5.1 Penulangan plat atas a. Tulangan D29 - 100 b. Tulangan D16 - 100 6.5.2 Penulangan dinding a.Tulangan D29 - 200 b. Tulangan D16 - 100 6.5.3 Penuangan lantai a. Tulangan D29 - 100 b. Tulangan D16 - 100 7 PEKERJAAN DRAINASE 7.1 Pekerjaan Saluran trapesium 7.1.1 Pekerjaan Galian saluran
1274833.67 389190.78 1821592.54 564540.48
Total panjang jalan Total galian saluran drainase
7.1.2 Pemasangan saluran (precast)
8 8.1
kg kg
6093 34141.12952
Panjang Jalan = Panjang cetakan = Kebutuhan Panjang pemasangan drainase
= =
Panjang Jalan = Panjang cetakan = Kebutuhan = Jumlah =
= =
=
m
kg kg
1274833.67 389190.78
kg kg
34141.12952
m3
3
m
6093 1 12186 12186
m m unit
6093 1 2 12186
m m
12,186 m1
m1
PEKERJAAN MEDIAN Pemasangan MCB (Pre cast) Panjang mcb = 1 m Tinggi mcb = 1,2 m
m1 unit
12,186
unit
9 PEKERJAAN FINISHING 9.1 Pembuatan Marka Jalan 9.1.1 Marka Badan Jalan Panjang Jalan Lebar Marka Panjang Marka Jarak Marka Jumlah Garis Luas Marka Kebutuhan Jumlah Marka
= = = = = = = =
6093 0.1 1.5 2 1740.857143 261.1285714 6 1566.771429
m m m m
Panjang Jalan Lebar Marka Kebutuhan Jumlah Marka
= = = =
6093 0.1 2 1218.6
m m Jalur
Panjang Jalan Lebar Marka Kebutuhan Jumlah Marka
= = = =
6093 0.1 2 1218.6
m m Jalur
1,741
m
1,219
m2
1,219
m2
6093 m 100 m 60.93 unit
61
unit
10 unit 15 unit 6 unit
10 15 6
unit unit unit
12,426
m3
m2 Lajur m2
9.1.2 Marka Bahu Dalam
9.1.3 Marka Bahu Luar
9.2 Pekerjaan Rambu 9.2.1 Rambu STA (setiap 200 m)
9.2.2 9.2.3 9.2.4 9.3
Rambu Larangan Rambu Peringatan Rambu Petunjuk Pemasangan guard drill
9.4 Pemasangan reflector 9.4.1 Reflector menempel pada guarddrill
Panjang jalan Jarak rambu Kebutuhan
cimanggis - tanah baru Bahu Luar Bahu Dalam Arah Depok - Cimanggis Bahu Luar Bahu Dalam
m2
m2
= =
120 m 6093 m
= =
120 m 6093 m
Panjang Keseluruhan
=
12426 m
Panjang Bahu Dalam Jarak Interval Jumlah Jalur Jumlah Refclector
= = = =
Panjang Bahu Luar (CD) Panjang Bahu Luar (DC) Jarak Interval
= = =
6,093 5.00 2.00 2,437.20
m m buah buah
6,093 m 120 m 5.00 m
9.4.2 Reflector berdiri ditanah
Jumlah Refclector (CD) Jumlah Refclector (DC)
= =
1,218.60 buah 24.00 buah
Total Reflector
=
3,679.80 buah
Panjang Bahu Luar (CD) Interval Jumlah Refclector (CD)
= = =
6,093 m 5 m 1,218.60 buah
Panjang Bahu Luar (DC) Interval Jumlah Refclector (DC)
= = =
6,093 m 5 m 1,218.60 buah
Total Reflector
=
2,437.20 buah
Keterangan CD DC
= Arah Cimanggis - Depok = Arah Depok = Cimanggis
Panjang Total Jalan Jarak interval lampu Jumlah Tiang Lampu
= = =
Panjang Lebar Tinggi Volume
= = =
0.5 0.5 0.5 0.125
Jumlah PJU Volume total
= =
305 38
Panjang Tebal Lebar
= = =
0.5 m 0.5 m 0.5 m
Luas Kebutuhan Jumlah
= = =
1 m2 305 buah 305 m2
3,680
buah
2,437
Kg
10 PEKERJAAN ELEKTRIKAL 10.1 Lampu PJU (setiap 50 m) 10.1.1 Pemasangan PJU
10.1.2 Pondasi PJU
6095 m 20 m 304.75 Tiang
305
unit
38.094 m3
m m m m3
10.1.3 Bekisting Pondasi PJU
10.1.4 Pembongkaran Bekisting Pondasi PJU 10.2 Pemasangan listrik 10.3 Pemasangan CCTV
Setiap 2 km
=
305
1 1 3
m2
Ls ls unit
11 PEKERJAAN LAIN LAIN 11.1 Pekerjaan Pembangunan Pagar Permanen (Damija) Panjang Jalan 2 jalur
11.2 Pembersihan Kembali Lokasi
= =
6095 m 12190 m
12,190
m
1
ls
No
Uraian Pekerjaan
Satuan PEKERJAAN PERSIAPAN
1
1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16
2
Pembersihan Lokasi Pengukuran Proyek Papan Nama Proyek Pemagaran Proyek Pembuatan Direksi Keet Pembuatan Bedeng Pembuatan Gudang Penyimpanan Material Pos Keamanan Proyek Pembuatan Mushola Kantin Pembuatan Bangunan sementara ME Pembuatan WC Pekerja Listrik Kerja Air Bersih Dokumentasi dan Laporan Berkala Proyek Mobilisasi dan Demobilisasi Total PEKERJAAN TANAH
2.1 Pekerjaan Galian Tanah 2.1.1 Pekerjaan Striping Top Soil (15 cm) 2.1.2 Pekerjaan Galian Tanah 2.2 Pekerjaan Timbunan Tanah 2.2.3 Pekerjaan Pemadatan 2.3 Pembentukan Penampang 2.4 Pembuangan Tanah 3 3.1 3.2 3.3 3.3.1 3.3.2 3.3.3 3.4
m² m² unit m² m² m² m² m² m² m² m² unit Ls Ls Ls Ls
PEKERJAAN STRUKTUR JALAN Penghamparan Sirtu 5 cm Wet Lean Concrete 10 cm Pekerjaan Bekisting Bekisting Wet Lean Concrete Bekisting Rigid Pavement Bekisting Saluran Samping Penghamparan Plastik Bond Breaker
m³ m³ m³ m² m² m³
3.5 Pekerjaan Dowel (D32-300) 450 3.6 Pekerjaan Tiebar (D13-725) 625 3.7 Rigid Pavement 3.8 Asphalt Concrete Wearing Course (AC-WC) 3.8.1 Penghamparan AC-WC 3.8.2 Pemadatan AC-WC 4
PEKERJAAN UNDERPASS Bangunan portal inlet - outlet Dewatering Ventilasi Galian tanah Mucking Stealing pelapisan dinding (lining)
5
PEKERJAAN DRAINASE
5.1 5.2 5.3
Penghamparan Sirtu 5 cm Pembuatan Saluran Samping Pemasangan saluran (precast)
6 6.1
PEKERJAAN MEDIAN Pemasangan MCB (Pre cast)
7 7.1 7.1.1 7.1.2 7.1.3 7.1.4 7.1.5 7.1.6 7.1.7 7.2 7.2.1 7.2.2 7.2.3 7.2.4 7.2.5 7.3 7.3.1 7.3.2 7.3.3
PEKERJAAN FINISHING Rambu dan Marka Marka Badan Jalan Marka Bahu Dalam Marka Bahu Luar Rambu STA (setiap 200 m) Rambu Larangan Rambu Peringatan Rambu Petunjuk Guadrill dan reflektor Pengadaan guard drill Pemasangan guard drill Pemasangan reflector Reflector menempel pada guarddrill Reflector berdiri ditanah Pekerjaan Elektrikal Lampu PJU (setiap 50 m) Pemasangan PJU Pondasi PJU
7.3.4 Pemasangan listrik 7.3.5 Pemasangan CCTV 8 8.1 8.2
PEKERJAAN LAIN LAIN Pekerjaan Pembangunan Pagar Permanen (Damija) Pembersihan Kembali Lokasi
Kuantitas
HSP
HSP Total
PEKERJAAN PERSIAPAN 213255 213255 4 213255 60 40 50 4 25 32 15 5 1 1 1 1
256.7724086
54,758,000
119587.5
25,502,632,313
1135040 1072857.5 1252340 1252340 1252340 1072857.5
45,401,600 53,642,875 5,009,360 31,308,500 40,074,880 16,092,863
25,748,920,390
31,989 5,489,883 4,020,995 204,116 146,232 1,468,889
`
No 1 1.1
1.2
Uraian Pekerjaan PEKERJAAN PERSIAPAN Pembersihan Lokasi
Papan Nama Proyek
1.4
Pemagaran Proyek
1.6
P= L= Luas =
6,093 35 213,255
P= L= Luas =
6,093 35 213,255
Pengukuran Proyek
1.3
1.5
Perhitungan
1 1 1 1 4
sta sta sta sta unit
P= L= Luas =
6,093 35 213,255
P= L= Luas =
12 5 60
P= L= Luas =
10 4 40
Pembuatan Direksi Keet
Pembuatan Bedeng
1.7
1.8
1.9
1.10
1.11
1.12
Pembuatan Gudang Penyimpanan Material P= L= Luas =
10 5 50
P= L= Luas =
2 2 4
P= L= Luas =
5 5 25
P= L= Luas =
8 4 32
P= L= Luas =
5 3 15
Pos Keamanan Proyek
Pembuatan Mushola
Kantin
Pembuatan Bangunan sementara ME
Pembuatan WC Pekerja 5
1.13
Listrik Kerja 1
1.14
Air Bersih 1
1.15
Dokumentasi dan Laporan Berkala Proyek
1
1.16
Mobilisasi dan Demobilisasi 1
2 2.1 2.1.1
PEKERJAAN TANAH Pekerjaan Galian Tanah Pekerjaan Striping Top Soil (15 cm) Lihat tabel
2.1.2
Pekerjaan Galian Tanah Lihat data galian dan timbunan
2.2
Pekerjaan Timbunan Tanah Lihat data galian dan timbunan
2.2.3
Pekerjaan Pemadatan P= L= Luas =
2.3
6,093 34 204,116
Pembentukan Penampang P=
6,093
n=
2.4
24
Pekerjaan pembuangan tanah Lihat data galian dan timbunan
3 PEKERJAAN STRUKTUR JALAN 3.1
Penghamparan Sirtu 5 cm
3.2
Wet Lean Concrete 10 cm
3.3
Pekerjaan Bekisting
3.3.1
Bekisting Wet Lean Concrete
3.3.2
Bekisting Rigid Pavement
3.3.3
Bekisting Saluran Samping
3.4
Penghamparan Plastik Bond Breaker
3.5
Pekerjaan Dowel (D32-300) 450
3.6
Pekerjaan Tiebar (D13-725) 625
3.7
Rigid Pavement
3.8 3.8.1
Asphalt Concrete Wearing Course (AC-WC) Penghamparan AC-WC
3.8.2
Pemadatan AC-WC
4
PEKERJAAN UNDERPASS
5 PEKERJAAN DRAINASE 5.1
Penghamparan Sirtu 5 cm
5.2
Pembuatan Saluran Samping
5.3
Pemasangan saluran (precast)
6.1
6 PEKERJAAN MEDIAN Pemasangan MCB (Pre cast)
7 PEKERJAAN FINISHING 7.1 7.1.1
Rambu dan Marka Marka Badan Jalan
7.1.2
Marka Bahu Dalam
7.1.3
Marka Bahu Luar
7.1.4
Rambu STA (setiap 200 m)
7.1.5
Rambu Larangan
7.1.6
Rambu Peringatan
7.1.7
Rambu Petunjuk
7.2 7.2.1
Guadrill dan reflektor Pengadaan guard drill
7.2.2
Pemasangan guard drill
7.2.3
Pemasangan reflector
7.2.4
Reflector menempel pada guarddrill
7.2.5
Reflector berdiri ditanah
Satuan
Kuantitas
213,255 m²
213,255 m²
4 unit
213,255 m²
60 m²
40 m²
m²
50 m²
4 m²
25 m²
32 m²
15 m²
5 unit
1 Ls
Ls
1 Ls
1 Ls
1 Ls
m³
31,989
m³
5,489,883
m³
4,020,995
m²
204,116
m²
146,232
m³
1,468,889
Harga Bahan Bangunan No
Nama Barang
Pasir Urug Sirtu Pasir Teras Pasir Pasang Kali Pasir Beton Abu Batu Batu Gosok (apung) Batu Pecah Mesin 1/2 Batu Pecah Mesin 2/3 Batu Pecah Mesin 3/5 Batu Pecah Mesin 5/7 Batu Belah Pondasi Batu Bronjol (Untuk Bronjong) Batu Koral Beton Kali Batu Tempel Hitam Batu Pinggir Beton 10x20x35 Batu Pinggir Beton 15x35x50 (K-225) Batako Kecil 8x10x20 Batako Besar 8x20x30 Con Blok 8x20x40 Bata Merah Bakar Kelas I Bata Merah Bakar Kelas II Bata Merah Oven (Klinger) Roster Beton 20x20 Roster Beton 20x30 Grass Blok 20x20 Grass Blok 30x45 Kanstin Paving Blok Semen PC Tiga Roda / 50kg Semen Putih Kanstin Jalan ukuran besar (Bina Marga) 1bh = 60cm Readymix Beton K300, tanpa pompa (Selang) Readymix Beton K225, tanpa pompa (Selang) Readymix Beton K175, tanpa pompa (Selang) Kapur Pasang/ Kapur Tembok Seen Warna Tanah Liat Air Tripleks 4mm 120x240 Tripleks 4mm uk. Pintu Jabar Wood 4mm
Satuan m³
m³ m³ m³ m³ m³ kg m³ m³ m³ m³ m³ m³ m³ m² bh bh bh bh bh bh bh bh bh bh bh bh m¹ zak zak bh m³ m³ m³ m³ kg m³ m³ lbr lbr lbr
Bilik Bambu (tanpa kulit) Bilik Bambu (dengan kulit) Bilik Bambu Hitam Variasi (Motif) Wallpaper (Kelas Menengah) Multipleks 9mm 120x140 Multipleks 12mm 120x140 Multipleks 18mm 120x240 Playwood 18mm 120x240 Teakwood 3mm 120x240 Teakwood 4mm 120x240 Kayu Balok Borneo Super Kayu papan borneo Super Dolken 5 s.d 7 Dolken 7 s.d 10 Kayu kaso Kayu abbasiah Paku 1cm s/d 3cm Paku 4cm s/d 7cm Paku 8cm s/d 12cm Pake Beton 2cm s/d 5cm Paku Skrup Paku Kait Lengkap Paku Cacing Besi Beugel Kuda-kuda Seng gelombang
m² m² m² m² lbr lbr lbr lbr lbr lbr m³ m³ bt bt m3 m3 kg kg kg bh kg bh kg kg lbr
Pipa GIP Medium A diameter 3/4" (6m¹) Pipa GIP Medium A diameter 1 3/4" (6m¹) Pipa GIP Medium A diameter 2" (6m¹) Pipa PVC RUCIKA type AW diameter 1/2" Pipa PVC RUCIKA type AW diameter 3/4" Pipa PVC RUCIKA type AW diameter 2" Pipa PVC RUCIKA type AW diameter 3/4" (AW) Pipa PVC RUCIKA type AW diameter 1" (AW) Pipa PVC RUCIKA type AW diameter 4" (AW) Sambungan Pipa PVC Janis AW 4" TY Lem Paralon Solatif Leideng Pipa PVC 4" berlobang jenis AW Hotmix jadi berikut alat dan bahan bakar Aspal ESO 1 Drum 150 kg Aspal curah Aspal RC 70 Cilacap
bt bt bt bt bt bt bt bt bt bh tb gl m¹ ton kg kg kg
BAHAN PENAMPUNGAN AIR Tangki air fiber glass 2 m3 spanduk AC split Toshiba Plasma 1 pk Pompa Air Listrik Panasonic Tangki Menara Air sanitasi mobile SONY Cybershot DSC W510i cetak foto sweeper compresor aspalt 3-Laston thermo plastic road marking machine patok marka patok km pompa beton beton K300 vibrator rubber cone seng BJLS 32 kayu terentang tangki minyak jasa angkut Lean Concrete ready mix k300 ready mix k225 AC Base AMP AC Binder AMP AC WC AMP patok marka patok km guardrail Genset Komatu WA-180 Sewa Theodolite Sewa Alat Ukur Solar kabel roll sanitasi mobile papan nama proyek (spanduk)
bh m' buah unit unit set buah unit lbr jam jam ton kg jam buah buah m3 m3 jam unit lbr m3 unit Ls m3 m3 m3 ton ton ton unit unit m' unit unit ls ltr rol unit 1m
ngunan
Upah Kerja Harga
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
No
165,000 1 2 120,000 220,000 3 220,000 4 242,000 5 193,000 6 12,000 7 200,000 8 195,000 9 195,000 10 200,000 11 170,000 12 622,000 13 222,000 14 132,000 15 12,000 16 31,000 17 980 2,600 32,000 470 365 1,200 6,000 8,000 6,000 8,000 26,000 55,500 Rp 2,775 kg 75,500 64,500 769,000 732,000 695,000 79,000 15,000 16,000 2,500 61,200 61,200 98,200
Pekerjaan
Pekerja Tukang batu kepala tukang batu Tukang kayu Kepala tukang kayu Tukang cat / plitur Kepala tukang cat / plitur tukang besi beton kepala tukang besi beton Tukang besi profil kepala tukang besi profil Mandor Operator alat besar pembantu operator / mekanik Supir truck Kenek truck Penjaga Malam
Satuan Waktu
hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam hari / 8 jam
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
68,000 97,200 116,100 41,000 140,700 178,000 238,500 275,300 116,200 128,500 3,350,000 3,340,000 22,400 24,000 650,000 1,510,000 19,000 13,700 13,150 36,700 13,700 950 42,800 30,600 70,000
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
110,250 263,300 399,000 27,300 46,800 124,500 20,000 28,700 87,200 82,000 7,500 2,600 37,400 920,000 9,000 7,000 7,400
Rp Rp Rp
2,200,000 15,000 3,821,000
Rp Rp Rp
675,000 300,000 27,650
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
2,500,000 2,561,000 1,000 75,000 100,000 950,000 175,000 250,000 100,000 65,000 25,000 650,000 65,000 50,000 57,000 2,584,000 17,500,000 2,000,000 478,353 750,000 611,854 832,000 873,000 925,000 80,000 75,500 45,500 3,500,000 15,000,000 1,500,000 5,500 50,000 2,500,000 15,000
erja Harga
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
45,000.00 54,000.00 65,000.00 55,000.00 66,000.00 53,000.00 63,000.00 55,000.00 66,000.00 55,000.00 66,000.00 75,000.00 78,000.00 44,000.00 67,000.00 44,000.00 55,000.00
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
ASPHALT MIXING PLANT ASPHALT FINISHER ASPHALT SPRAYER BARRIER LIFT BULLDOZER 100-150 HP AIR COMPRESSOR CONCRETE MIXER 0.3 - 0.6 M3 CRANE 20 TON DUMP TRUCK EXCAVATOR 80-140 HP FLAT BED TRUCK 3-4 M3 ROAD MARKING MACHINE MOTOR GRADER >100 HP TRACK LOADER 75-100 HP WHEEL LOADER 1.0-1.6 M3 TANDEM ROLLER 6-8 T. TIRE ROLLER 8-10 T. VIBRATORY ROLLER 5-8 T. CONCRETE VIBRATOR CONCRETE PUMP SAW CUTTER SLIP FORM PAVER CONCRETE PAN MIXER TRUK MIXER (AGITATOR) TOWER CRANE
Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam bulan
Rp1,142,857.14 Rp900,000.00 Rp350,000.00 Rp270,000.00 Rp700,000.00 Rp500,000.00 Rp95,000.00 Rp367,550.15 Rp175,000.00 Rp950,000.00 Rp435,172.28 Rp254,733.93 Rp225,000.00 Rp525,000.00 Rp200,000.00 Rp450,000.00 Rp550,000.00 Rp175,000.00 Rp62,500.00 Rp245,868.24 Rp208,333.33 Rp657,540.39 Rp102,205.14 Rp601,444.53 Rp30,000,000.00
PEKERJAAN PERSIAPAN Pekerjaan Pembersihan Lokasi1 m² Koef
Satuan
-
HSP
Item
Buldozzer
Jumlah
Pekerjaan Pengukuran dan Pemasangan Patok 1 Ls Koef
Satuan
Unit OH OH OH OH
Item
Sewa Theodolite Surveyor Asisten Surveyor Pekerja Mandor Jumlah Papan Nama Proyek 1 Unit
Koef
Satuan
1
unit OH OH
Item Papan Nama Proyek Pekerja Mandor Jumlah Pemasangan Pagar Pengaman 1 m²
Koef
Satuan
1.25 2.5 0.005 0.009 0.072 0.06 0.2 0.4 0.02 0.02
btg Kg m3 m3 m3 Kg OH OH OH OH
Item Dolken Kayu Ø 8 - 10/400 cm Semen Portland Pasir Beton Koral Beton Kaso 5 / 7 ( albasiah ) Paku Biasa 2" - 5"
Tukang Kayu Perkerja Kepala Tukang Mandor Jumlah
Pembuatan Direksi Keet 1 m² Koef
Satuan
1.00
unit
Item
Container Jumlah
Pembuatan Bedeng Kerja 1 m² Koef
Satuan
1.25 0.19 0.30 18.00 0.03 0.05 1.50 1.35 2.00 1.00 0.20 0.05
btg m³ kg kg m3 m3 lbr lbr OH OH OH OH
Item
Dolken Kayu Ø 8 - 10/400 cm Kayu Balok Borneo Paku Semen Portland Pasir Beton Koral Beton Seng Gelombang Plywood 4 mm Tukang Kayu Pekerja Kepala Tukang Mandor Jumlah
Pembuatan Gudang/Bangunan Sementara ME 1 m² Koef
Satuan
1.70 0.21 0.30 10.50 0.03 0.05 1.50 2.00 1.00 0.20 0.05
btg m3 Kg Kg m3 m3 lbr OH OH OH OH
Item
Dolken Kayu Ø 8 - 10/400 cm Kayu Balok Borneo Paku Semen Portland Pasir Beton Koral Beton Seng Gelombang BJLS 32 Tukang Kayu Pekerja Kepala Tukang Mandor Jumlah
Pembangunan Pos Keamanan/Mushala/Kantin 1 m² Koef 3
Satuan btg
Item Dolken Kayu Ø 8 - 10/400 cm
0.276 0.7 1.5
m3 Kg lbr
1.50 1.00 0.15 0.05
Oh Oh Oh Oh
Kayu Balok Borneo Paku Seng Gelombang BJLS 32 Tukang Kayu Perkerja Kepala Tukang Mandor Jumlah
Pembuatan MCK 1 unit Koef 1.000
Satuan Unit
Item Sanitasi Mobile Jumlah
Listrik kerja Koef
1
Satuan
Ls
Item
Pengadaan Listrik Kerja Jumlah
Air Bersih Koef
1
Satuan
Ls
Item
Pengadaan Air Bersih Jumlah
Pengadaan Dokumentasi 1 Ls Koef
Satuan
1 100 5
Unit Lbr Unit
Item
Kamera Digital Cetak Foto Album Foto Jumlah Mobilisasi dan Demobilisasi 1 Ls
Koef
1
Satuan
Ls
Item
Mobilisasi dan Demobilisasi Jumlah
AAN PERSIAPAN
mbersihan Lokasi1 m² Harga
Rp
Total Harga
256.77 Rp
256.77
Rp
256.77
n dan Pemasangan Patok 1 Ls Harga
Total Harga
Harga
Total Harga
Harga
Total Harga
ma Proyek 1 Unit
Pagar Pengaman 1 m²
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
24,000.00 2,775.00 242,000.00 222,000.00 650,000.00 13,700.00 55,000.00 45,000.00 66,000.00 75,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
30,000.00 6,937.50 1,210.00 1,998.00 46,800.00 822.00 11,000.00 18,000.00 1,320.00 1,500.00
Rp
119,587.50
n Direksi Keet 1 m² Harga
Total Harga
Harga
Total Harga
Bedeng Kerja 1 m²
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
24,000.00 3,350,000.00 13,700.00 2,775.00 242,000.00 222,000.00 70,000.00 98,200.00 55,000.00 45,000.00 66,000.00 75,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
30,000.00 623,100.00 4,110.00 49,950.00 7,260.00 11,100.00 105,000.00 132,570.00 110,000.00 45,000.00 13,200.00 3,750.00
Rp
1,135,040.00
Bangunan Sementara ME 1 m² Harga
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
Total Harga
24,000.00 3,350,000.00 13,700.00 2,775.00 242,000.00 222,000.00 70,000.00 55,000.00 45,000.00 66,000.00 75,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
40,800.00 703,500.00 4,110.00 29,137.50 7,260.00 11,100.00 105,000.00 110,000.00 45,000.00 13,200.00 3,750.00
Rp
1,072,857.50
Rp
Total Harga 72,000.00
amanan/Mushala/Kantin 1 m² Harga Rp
24,000.00
Rp Rp Rp Rp Rp Rp Rp
3,350,000.00 13,700.00 70,000.00 55,000.00 45,000.00 66,000.00 75,000.00
Rp Rp Rp
924,600.00 9,590.00 105,000.00
Rp Rp Rp Rp
82,500.00 45,000.00 9,900.00 3,750.00
Rp
1,252,340.00
atan MCK 1 unit Harga
Total Harga
Harga
Total Harga
Harga
Total Harga
Harga
Total Harga
Harga
Total Harga
strik kerja
Air Bersih
Dokumentasi 1 Ls
an Demobilisasi 1 Ls
Perhitungan Alat Berat Pekerjaan Persiapan Proyek Pembangunan Jalan Cimanggis Tanah Baru Pekerjaan Pembersihan ANALISIS PRODUKSI DAN BIAYA ALAT : BULLDOZER INPUT DATA Volume pekerjaan = 213,255.00 m2 1 Data Bulldozer VSD8 100-150 HP Type Panjang blade 2.75 Tinggi blade 1.80 Jarak kerja 50.00 Kecepatan maju 4.00 Kecepatan mundur 6.50 Waktu untuk pindah gigi 0.10 Supplementary data 2 Faktor Koreksi Efisiensi Kerja = 0.67 = Operator 1.00 = Cuaca 0.80 = Kekerasan Tanah 1.20 = Cara Kerja 1.20 = Blade 0.81 = Kelandaian 1.00 = Jam kerja per hari 7.00 = Efisiensi Total (E) 0.63 PRODUKSI 1 ha = 10000 𝐿𝑘 𝑥 𝐹 𝑥 𝐹𝑘 Q = Waktu = 5 10000
Q / hari Q total jmlh alat
= = = = =
0.51578208 Ha / jam 5,157.82 m² / jam 36104.7456 m² / hari 180,524 m² / 5 hari 1.18 =
BIAYA 1 alat
=
700,000
Rp /jam
alat 1 hari
=
4,900,000
Rp/ hari
2
alat
Operator total
= =
78,000 4,978,000
Rp/ hari Rp/ hari
Biaya total Profit 10 %
= =
49,780,000 4,978,000
Rp Rp
Total HSP
= =
54,758,000 256.77
Rp Rp/m²
Baru
m m m km/jam km/jam menit
jam
m² hari
4000 m / jam
Rincian Analisis Harga Satuan Pekerjaan Tan
Proyek Pembangunan Jalan Tol ]Cimanggis Tana Stripping Top Soil tebal 15 cm dalam 1 m³ Koef
Satuan
HSP OH OH OH Jumlah Angkut Tanah Stripping 1 m³ Koef
Satuan
HSP HSP OH OH OH Jumlah Galian Tanah 1 m³ Koef
Satuan
Jam OH OH OH Jumlah Tanah Timbunan 1 m³ Koef
Satuan
Jam Jam OH OH OH Jumlah Pembuangan Tanah 1 m³ Koef
Satuan
Jam Jam OH OH OH Jumlah
Analisis Harga Satuan Pekerjaan Tanah
mbangunan Jalan Tol ]Cimanggis Tanah Baru
pping Top Soil tebal 15 cm dalam 1 m³ Item
Harga
Buldozzer Operator Pekerja Mandor
Jumlah
Total Harga
Rp Rp Rp Rp
-
Rp
-
Angkut Tanah Stripping 1 m³ Item
Harga
Excavator Dump Truck Operator Pekerja Mandor
Jumlah
Total Harga
Rp Rp Rp Rp Rp
-
Rp
-
Galian Tanah 1 m³ Item
Harga
Buldozzer Operator Pekerja Mandor
Jumlah
Total Harga
Rp Rp Rp Rp
-
Rp
-
Tanah Timbunan 1 m³ Item
Harga
Wheel Loader Dump Truck Operator Pekerja Mandor
Jumlah
Total Harga
Rp Rp Rp Rp Rp
-
Rp
-
Pembuangan Tanah 1 m³ Item
Harga
Total Harga
Jumlah
Excavator Dump Truck Operator Pekerja Mandor
Rp Rp Rp Rp Rp
-
Rp
-
No
STA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
0 390 915 2190 2575 2800 3000 3150 3241 3640 3814 3899 4422 4640 4840 5040 5241
5441 5840 5935 6093
Jarak Datar
Kemiringan Jalan Rencana
390
Faktor Pengali
1.54
1.000118573
525 1275
0.57 0.63
1.000019845
385 225
0.66 0.75
1.000028125
200 150
1.44 1.46
1.000106574
91 399
0.5 0.5
1.0000125
174 85
0.5 0.72
1.00002592
523 218
0.58 0.54
1.00001458
200 200
0.5 0.43
1.000009245
201 200
0.53 0.64
1.00002048
399 95
0.94 0.52
1.00001352
158
0.48 0.48
1.00001152 Total
Total panjang jalan sebenarnya Total volume striping top soil
Faktor Pengali
Panjang Sebenarnya
Lebar Jalan
Tebal striping
390.0462435 1.000016245
2047.743 525.0085286
1275.025302 1.00002178
6693.883 385.0083852
225.006328 1.000103675
1181.283 200.0207349
150.0159861 1.0000125
787.5839 91.00113749
399.0049875 1.0000125
2094.776 174.002175
85.00220317 1.00001682
446.2616 523.0087968
218.0031784
35
0.15 1144.517
1.0000125
200.0025 200.001849
1.000014045
1050.01 201.002823
200.004096 1.000044179
1050.022 399.0176274
95.00128439 1.00001152
ng jalan sebenarnya ping top soil
Volume
498.7567 158.0018201
0
3237.111 2856.075 6093.186 31989.23 m³
16994.84
Volume 2756.295 2021.294 1050.109 477.756 913.5114 2745.796 1050.013 1055.265 2094.843 829.5096
14994.39
Pekerjaan Stripping Top soil 15 cm ANALISIS PRODUKSI DAN BIAYA ALAT : BULLDOZER INPUT DATA Volume pekerjaan = ######## m2 1 Data Bulldozer VSD8 100-150 HP Type Panjang blade = 2.75 = Tinggi blade 1.80 = Jarak kerja 50.00 = Kecepatan maju 4.00 = Kecepatan mundur 6.50 = Waktu untuk pindah gigi 0.10 = Waktu Pekerjaan Supplementary data 2 Faktor Koreksi Efisiensi Kerja = 0.67 = Operator 1.00 = Cuaca 0.80 = Kekerasan Tanah 1.20 = Cara Kerja 1.20 = Blade 0.81 = Kelandaian 1.00 = Jam kerja per hari 7.00 = Efisiensi Total (E) 0.63 PRODUKSI CT
=
m m m km/jam km/jam menit hari
jam
4000 m / jam
ANALISA HARGA SATUAN S.N.I
NO. A I ANALISA 001
URAIAN B PEKERJAAN PERSIAPAN 1 m' Pagar Sementara dari Kayu tinggi 2 m Bahan Dolken Kayu Ø 8 - 10/400 cm Semen Portland Pasir Beton Koral Beton Kaso 5 / 7 ( albasiah ) Paku Biasa 2" - 5" Residu Tenaga Tukang Kayu Perkerja Kepala Tukang Mandor
KOEF C
1.250 2.500 0.005 0.009 0.072 0.060 0.400 0.200 0.400 0.020 0.020
ANALISA 002
1 m' Pagar Sementara dari Seng Gelombang tinggi 2 m Bahan Dolken Kayu Ø 8 - 10/400 cm 1.250 Semen Portland 2.500 Pasir Beton 1.200 Koral Beton 0.009 Kaso 5 / 7 ( albasiah ) 0.072 Paku Biasa 2" - 5" 0.060 Meni Besi 0.450 Tenaga Tukang Kayu 0.200 Perkerja 0.400 Kepala Tukang 0.020 Mandor 0.020
ANALISA 003
1 m' Pagar Sementara dari Kawat Duri tinggi 1.8 m Bahan Dolken Kayu Ø 8 - 10/400 cm 1.000 Semen Portland 2.000 Kawat Duri 25.000
Pasir Beton Koral Beton Paku Biasa 2" - 5" Tenaga Tukang Kayu Perkerja Kepala Tukang Mandor
0.005 0.009 0.060 0.200 0.300 0.020 0.020
ANALISA 004
1 m' Pek. Pengukuran kembali (site) & Pemasangan Bowplank Bahan Kayu Kaso 5 / 7 (borneo) 0.012 Paku Biasa 2" - 5" 0.020 Kayu Papan 3 / 20 borneo 0.007 Tenaga Tukang Kayu 0.100 Perkerja 0.100 Kepala Tukang 0.010 Mandor 0.005
ANALISA 005
1 m² Pek. Kantor Direksi Keet , dengan lantai plesteran Bahan Dolken Kayu Ø 8 - 10/400 cm 1.250 Kayu Balok Borneo 0.180 Paku 0.850 Besi Strip 1.100 Semen Portland 35.000 Pasir Pasang 0.150 Pasir Beton 0.100 Koral Beton 0.150 Bata merah kelas I 30.000 Seng Plat 0.250 Jendela Nako 2.000 Kaca Polos 0.080 Kunci Tanam 0.150 Plywood 4 mm 0.060 Tenaga Tukang Kayu 2.000 Tukang Batu 1.000 Perkerja 2.000 Kepala Tukang 0.300 Mandor 0.050
ANALISA 006
1 m² Pembuatan Gudang Semen dan Alat - alat Bahan Dolken Kayu Ø 8 - 10/400 cm 1.700 Kayu Balok Borneo 0.210 Paku 0.300 Semen Portland 10.500 Pasir Beton 0.030 Koral Beton 0.050 Seng Gelombang BJLS 32 1.500 Tenaga Tukang Kayu 2.000 Perkerja 1.000 Kepala Tukang 0.200 Mandor 0.050
ANALISA 007
1 m² Pembuatan Rumah Jaga / Konstruksi Kayu Bahan Dolken Kayu Ø 8 - 10/400 cm 3.000 Kayu Balok Borneo 0.276 Paku 0.700 Seng Gelombang BJLS 32 1.500 Tenaga Tukang Kayu 1.500 Perkerja 1.000 Kepala Tukang 0.150 Mandor 0.050
ANALISA 008
Membersihkan Lapangan dan Perataan Tenaga Perkerja Mandor
ANALISA 009
1 m² Pembuatan Bedeng Buruh Bahan Dolken Kayu Ø 8 - 10/400 cm Kayu Balok Borneo Paku Semen Portland Pasir Beton Koral Beton Seng Gelombang BJLS 32 Plywood 4 mm Tenaga
0.100 0.050
1.250 0.186 0.300 18.000 0.030 0.050 1.500 1.350
Tukang Kayu Perkerja Kepala Tukang Mandor
2.000 1.000 0.200 0.050
ANALISA 010
1 m² Pembuatan Bak Adukan ( 40 x 50 x 20 ) cm Bahan Kayu Terentang 0.186 Paku 0.300 Kayu Kaso 5 / 7 (borneo) 1.000 Tenaga Tukang Kayu 2.000 Mandor 0.050
ANALISA 011
1 m² Pembuatan Stegger dari Bambu, ( 40 x 50 x 20 ) cm Bahan Bambu Ø 6 - 8 / 600 cm 1.000 Tali Ijuk 0.250 Tenaga Tukang Kayu 2.000 Perkerja 1.000 Kepala Tukang 0.200 Mandor 0.050
ANALISA 012
1 m² Pembuatan Jalan Sementara Bahan Batu Belah 5 / 20 Batu Belah 5 / 7 Pasir Pasang Tenaga Perkerja Mandor
ANALISA 013
ANALISA 014
1 m³ Bongkaran Beton Bertulang Tenaga Perkerja Mandor
0.150 0.090 0.010 1.000 0.050
6.667 0.333
1 m³ Bongkaran Dinding Tembok Bata Merah Tenaga Perkerja 6.667 Mandor 0.033
II ANALISA 015
PEKERJAAN TANAH 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 1 m' Tenaga Perkerja 0.400 Tukang Gali Kepala Tukang Mandor 0.040
ANALISA 016
1 m3 Pek. Galian Tanah Biasa Max Kedalaman 2 m' Tenaga Perkerja 0.525 Tukang Gali Kepala Tukang Mandor 0.052
ANALISA 017
1 m3 Pek. Galian Tanah Biasa Max Kedalaman 3 m' Tenaga Perkerja 0.735 Tukang Gali Kepala Tukang Mandor 0.073
ANALISA 018
1 m3 Pek. Galian Tanah Keras Max Kedalaman 1 m' Tenaga Perkerja 0.625 Tukang Gali Kepala Tukang Mandor 0.062
ANALISA 019
1 m3 Pek. Galian Tanah Cadas Max Kedalaman 1 m' Tenaga Perkerja 1.250 Tukang Gali Kepala Tukang Mandor 0.125
ANALISA 020
1 m3 Pek. Galian Tanah Lumpur Max Kedalaman 1 m' Tenaga Perkerja 0.823 Tukang Gali Kepala Tukang Mandor 0.083
ANALISA 021
ANALISA 022
ANALISA 023
ANALISA 024
ANALISA 025
ANALISA 026
1 m² Pek. Stripping 1 m Tenaga Perkerja Tukang Gali Kepala Tukang Mandor
0.050 0.005
1 m³ Pembuangan Tanah sejauh 150 m Tenaga Perkerja Tukang Gali Kepala Tukang Mandor
0.192 0.050
1 m3 Urugan Tanah Kembali Tenaga Perkerja Tukang Gali Kepala Tukang Mandor
0.192 0.019
1 m3 Pemadatan tanah Tenaga Perkerja Tukang Gali Kepala Tukang Mandor
0.500 0.050
1 m3 Pek. Urugan Pasir Bahan Pasir Urug Tenaga Perkerja Tukang Gali Kepala Tukang Mandor 1 m3 Pemasangan Lapisan ijuk Bahan Ijuk Tenaga Perkerja Tukang Gali
1.200 0.300 0.010
1.200 0.150 -
Kepala Tukang Mandor
0.015
III ANALISA 027
PEKERJAAN PONDASI 1 m' Pembuatan Tiang Pancang ( 35 x 35 ) cm, Beton Bertulang Bahan Pasir Urug Darat 0.016 Pasir Beton 0.080 Koral Beton 0.125 Semen Portland 49.000 Besi Beton 34.500 Kawat Beton 0.700 Kayu Kaso 5 / 7 (borneo) 0.270 Paku 0.120 Minyak Bekisting 0.090 Plamuur Tembok 0.200 Tenaga Perkerja 0.800 Tukang Batu 0.500 Kepala Tukang 0.050 Mandor 0.040
ANALISA 028
1 m3 Pasangan Batu kali 1 Pc : 3Ps Bahan Batu Belah 15 / 20 Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
ANALISA 029
1 m3 Pasangan Batu kali 1 Pc : 5Ps Bahan Batu Belah 15 / 20 Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
1.100 392.000 0.314 1.500 0.600 0.060 0.075
1.100 136.000 0.544 1.500 0.600 0.060 0.075
IV ANALISA 030
PEKERJAAN DINDING 1 m2 Pasangan Bata Merah 1Pc : 3Ps 1 Bata Bahan Bata merah kelas I Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
140.000 32.950 0.091 0.650 0.200 0.020 0.030
ANALISA 031
1 m2 Pasangan Bata Merah 1Pc : 5Ps 1 Bata Bahan Bata merah kelas I 140.000 Semen Portland 22.200 Pasir Pasang 0.102 Tenaga Perkerja 0.650 Tukang Batu 0.200 Kepala Tukang 0.020 Mandor 0.030
ANALISA 032
1 m2 Pasangan Bata Merah 1Pc : 3Ps 1/2 Bata Bahan Bata merah kelas I Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
ANALISA 033
70.000 14.370 0.040 0.320 0.100 0.010 0.015
1 m2 Pasangan Bata Merah 1Pc : 5Ps 1/2 Bata Bahan Bata merah kelas I 70.000 Semen Portland 9.680 Pasir Pasang 0.045 Tenaga Perkerja 0.320 Tukang Batu 0.100
Kepala Tukang Mandor V ANALISA 032
ANALISA 033
PEKERJAAN PELESTERAN 1 m2 Plesteran Dinding 1Pc : 3Ps Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran Dinding 1Pc : 5Ps Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.010 0.015
6.480 0.019 0.200 0.150 0.015 0.010
4.320 0.022 0.200 0.150 0.015 0.010
ANALISA 034
1 m2 Plesteran Dinding 1Pc : 0. 5Kp : 3 Ps, tebal 15 mm Bahan Semen Portland 4.320 Kapur Padam 0.003 Pasir Pasang 0.013 Tenaga Perkerja 0.200 Tukang Batu 0.150 Kepala Tukang 0.015 Mandor 0.010
ANALISA 035
1 m2 Plesteran Dinding 1Pc : 3Kp : 10Ps, tebal Bahan Semen Portland Kapur Padam Pasir Pasang Tenaga Perkerja Tukang Batu
15 mm 1.840 0.006 0.014 0.200 0.150
Kepala Tukang Mandor ANALISA 036
ANALISA 037
ANALISA 038
ANALISA 039
1 m2 Plesteran 0.5Pc : 1Kp : 4Ps, tebal 15 mm Bahan Semen Portland Kapur Padam Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Kp : 1 Sm : 1Ps, tebal 15 mm Bahan Semen Merah Kapur Padam Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Kp : 1 Sm : 2Ps, tebal 15 mm Bahan Semen Merah Kapur Padam Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 2 Ps, tebal 20 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu
0.015 0.010
3.000 0.005 0.019 0.200 0.150 0.015 0.010
0.009 0.009 0.009 0.200 0.150 0.015 0.010
0.007 0.007 0.015 0.200 0.150 0.015 0.010
14.280 0.023 0.250 0.200
Kepala Tukang Mandor ANALISA 040
ANALISA 041
ANALISA 042 7.29
ANALISA 043
1 m2 Plesteran 1Pc : 3 Ps, tebal 20 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 4Ps, tebal 20 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 5Ps, tebal 20 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 6Ps, tebal 20 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.020 0.0125
10.800 0.026 0.250 0.200 0.020 0.0125
8.680 0.028 0.250 0.200 0.020 0.0125
7.290 0.028 0.250 0.200 0.020 0.0125
6.240 0.030 0.250 0.200 0.020 0.0125
ANALISA 044
ANALISA 045
ANALISA 046
ANALISA 047
ANALISA 048
1 m2 Plesteran 1Kp : 1 Sm : 2Ps, tebal 15 mm Bahan Semen Merah Kapur Padam Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 2Ps, tebal 25 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 3Ps, tebal 25 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 4Ps, tebal 25 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 5Ps, tebal 25 mm Bahan
0.009 0.009 0.018 0.250 0.200 0.020 0.0125
15.500 0.013 0.300 0.200 0.020 0.013
11.750 0.035 0.300 0.200 0.020 0.013
9.480 0.038 0.300 0.200 0.020 0.013
Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor ANALISA 049
ANALISA 050
ANALISA 051
ANALISA 052
1 m2 Plesteran 1Pc : 2Ps, tebal 30 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 3Ps, tebal 30 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 4Ps, tebal 30 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran 1Pc : 5Ps, tebal 30 mm Bahan Semen Portland Pasir Pasang Tenaga
7.940 0.039 0.300 0.200 0.020 0.013
18.650 0.035 0.320 0.250 0.025 0.015
14.150 0.039 0.320 0.250 0.025 0.015
11.380 0.042 0.320 0.250 0.025 0.015
8.190 0.045
Perkerja Tukang Batu Kepala Tukang Mandor ANALISA 053
ANALISA 054
ANALISA 055
ANALISA 056
1 m2 Berapen 1Pc : 3Ps, tebal 30 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Berapen 1Pc : 5Ps, tebal 15 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Pelesteran Beton 1Pc : 2Ps, tebal 15 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Pelesteran Beton 1Pc : 3Ps, tebal 15 mm Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang
0.320 0.250 0.025 0.015
7.070 0.021 0.150 0.070 0.007 0.008
5.670 0.023 0.150 0.070 0.007 0.008
9.300 0.018 0.260 0.200 0.020 0.013
7.070 0.021 0.260 0.200 0.020
Mandor ANALISA 057
1 m2 Pelesteran Skoring 1Pc : 2Ps Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.013
0.500 0.002 0.057 0.038 0.038 0.002
ANALISA 058
1 m2 Pelesteran Granito 1Pc Warna : 2 Granito, tebal 10 mm Bahan PC Warna 0.144 Batu Granito 15.000 Tenaga Perkerja 0.050 Tukang Batu 0.020 Kepala Tukang 0.002 Mandor 0.005
ANALISA 059
1 m2 Pelesteran Teraso 1Pc Warna : 2 Batu Teraso, tebal 10 mm Bahan PC Warna 0.440 Batu Teraso 11.500 Tenaga Perkerja 0.450 Tukang Batu 0.200 Kepala Tukang 0.020 Mandor 0.025
ANALISA 060
1 m2 Pelesteran Ciprat 1 Pc : 2 Ps Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
ANALISA 061
1 m2 Pelesteran Siar Adukan 1 Pc : 2 Ps
4.320 0.016 0.250 0.100 0.010 0.015
Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor ANALISA 062
ANALISA 063
1 m2 Pelesteran Waterfroof Batacote 3 lapis Bahan Semen Portland Batacote Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran Dinding 1 : 3 + ACIAN Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Plesteran Dinding 1 : 5 + ACIAN Bahan Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
III
PEKERJAAN KAYU 1m³ Pasang Kusen Pintu dan Jendela Kayu Jati Bahan
4.320 0.016 0.150 0.070 0.007 0.008
0.500 2.900 0.006 0.300 0.200 0.020 0.015
8.0000 0.0260 0.2250 0.1525 0.0100 0.0080
5.4000 0.0280 0.2250 0.1525 0.0100 0.0080
Kayu Balok Jati Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
1.100 6.000 20.000 2.000 0.300
1m³ Pasang Kusen Pintu dan Jendela Kayu Borneo Bahan Kayu Balok Borneo 1.200 Tenaga Perkerja 6.000 Tukang Kayu 18.000 Kepala Tukang 2.000 Mandor 0.300 1m³ Pasang Kusen Pintu dan Jendela Kayu Damar Laut Bahan Kayu Balok Damar Laut 1.200 Tenaga Perkerja 6.000 Tukang Kayu 18.000 Kepala Tukang 2.000 Mandor 0.300 1m² Pasang Pintu Klamp Kayu Kamper Bahan Papan Kayu Kamper Paku Biasa 2" - 5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Pintu Klamp Kayu Borneo Bahan Papan Kayu Borneo Paku Biasa 2" - 5" Tenaga Perkerja Tukang Kayu Kepala Tukang
0.036 0.050 0.350 1.050 0.105 0.018
0.036 0.050 0.350 1.050 0.105
Mandor 1m² Pasang Pintu Panel Kayu Jati Bahan Papan Kayu Jati Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Pintu Panel Kayu Kamper Bahan Papan Kayu Kamper Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Pintu dan Jendela Kaca Kayu Jati Bahan Papan Kayu Jati Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.018
0.050 1.000 2.500 0.250 0.050
0.040 1.000 2.500 0.250 0.050
0.035 0.800 2.000 0.200 0.040
1m² Pasang Pintu dan Jendela Kaca Kayu Kamper Bahan Papan Kayu Kamper 0.035 Tenaga Perkerja 0.800 Tukang Kayu 2.000 Kepala Tukang 0.200 Mandor 0.040 1m² Pasang Pintu dan Jendela Kaca Kayu Borneo Bahan Papan Kayu Borneo 0.035 Tenaga Perkerja 0.800
Tukang Kayu Kepala Tukang Mandor
2.000 0.200 0.040
1m² Pasang Pintu dan Jendela Jalusi Kayu Borneo Bahan Papan Kayu Borneo 0.064 Tenaga Perkerja 1.000 Tukang Kayu 3.000 Kepala Tukang 0.300 Mandor 0.300 1m² Pasang Pintu dan Jendela Jalusi Kayu Kamper Bahan Papan Kayu Borneo 0.064 Tenaga Perkerja 1.000 Tukang Kayu 3.000 Kepala Tukang 0.300 Mandor 0.500 1m² Pasang Pintu Plywood rangkap, rangka kayu Jati Bahan Papan Kayu Jati 0.0196 Paku Biasa ½" - 1" 0.030 Lem Kayu 0.300 Plywood 4 mm 1.000 Tenaga Perkerja 0.600 Tukang Kayu 2.000 Kepala Tukang 0.200 Mandor 0.030 1m² Pasang Pintu Plywood rangkap, rangka kayu Kamper Bahan Papan Kayu Jati 0.0196 Paku Biasa ½" - 1" 0.030 Lem Kayu 0.300 Plywood 4 mm 1.000 Tenaga Perkerja 0.600 Tukang Kayu 2.000
Kepala Tukang Mandor 1m² Pasang Jalusi Mati Kusen Kayu Jati Bahan Papan Kayu Jati Paku Biasa ½" - 1" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Jalusi Mati Kusen Kayu Kamper Bahan Papan Kayu Jati Paku Biasa ½" - 1" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.200 0.030
0.0600 0.150 0.500 2.000 0.200 0.025
0.0600 0.150 0.500 2.000 0.200 0.025
1m² Pasang Pintu Plywood Rangkap, rangka Kayu Borneo Bahan Papan Kayu Borneo 0.0196 Paku Biasa ½" - 1" 0.030 Lem Kayu 0.300 Plywood 4 mm 1.000 Tenaga Perkerja 0.600 Tukang Kayu 2.000 Kepala Tukang 0.200 Mandor 0.030 1m² Pasang Pintu Teakwood Rangkap, rangka Kayu Jati Bahan Papan Kayu Jati 0.0196 Paku Biasa ½" - 1" 0.300 Lem Kayu 0.300 Plywood 4 mm 1.000 Tenaga Perkerja 0.600
Tukang Kayu Kepala Tukang Mandor
2.000 0.200 0.030
1m² Pasang Pintu Teakwood Rangkap, rangka Kayu Kamper Bahan Papan Kayu Jati 0.0196 Paku Biasa ½" - 1" 0.300 Lem Kayu 0.300 Plywood 4 mm 1.000 Tenaga Perkerja 0.600 Tukang Kayu 2.000 Kepala Tukang 0.200 Mandor 0.030 1m² Pasang Pintu Plywood & Formika, rangka Kayu Jati Bahan Papan Kayu Jati 0.0196 Paku Biasa ½" - 1" 0.300 Lem Kayu 0.800 Plywood 4 mm 1.000 Formika 4' x 3' 0.500 Tenaga Perkerja 0.800 Tukang Kayu 2.500 Kepala Tukang 0.250 Mandor 0.040 1m² Pasang Pintu Plywood & Formika, rangka Kayu Kamper Bahan Papan Kayu Kamper 0.0196 Paku Biasa ½" - 1" 0.300 Lem Kayu 0.800 Plywood 4 mm 1.000 Formika 4' x 3' 0.500 Tenaga Perkerja 0.800 Tukang Kayu 2.500 Kepala Tukang 0.250 Mandor 0.040 1m² Pasang Pintu Teakwood & Formika, rangka Kayu Jati
Bahan Papan Kayu Jati Paku Biasa ½" - 1" Lem Kayu Plywood 4 mm Formika 4' x 3' Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.0196 0.300 0.800 1.000 0.500 0.800 2.500 0.250 0.040
1m² Pasang Pintu Teakwood & Formika, rangka Kayu Kamper ( divernis Bahan Papan Kayu Jati 0.0196 Paku Biasa ½" - 1" 0.300 Lem Kayu 0.800 Plywood 4 mm 0.500 Formika 4' x 3' 0.500 Tenaga Perkerja 0.800 Tukang Kayu 2.500 Kepala Tukang 0.250 Mandor 0.040 1m² Pasang Pintu Formika Double, rangka Kayu Jati Bahan Papan Kayu Jati 0.0196 Paku Biasa ½" - 1" 0.300 Lem Kayu 1.200 Plywood 4 mm 1.000 Formika 4' x 3' 1.000 Tenaga Perkerja 1.000 Tukang Kayu 2.600 Kepala Tukang 0.260 Mandor 0.050 1m² Pasang Pintu Formika Double, rangka Kayu Kamper Bahan Papan Kayu Kamper 0.0196 Paku Biasa ½" - 1" 0.300 Lem Kayu 1.200
Plywood 4 mm Formika 4' x 3' Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
1.000 1.000 1.000 2.600 0.260 0.050
1m3 Pasang Konstruksi Kuda - kuda Kayu Jati Bahan Balok Kayu Jati 1.100 Besi Strip 15.000 Paku Biasa 2" - 5" 0.800 Tenaga Perkerja 4.000 Tukang Kayu 12.000 Kepala Tukang 1.200 Mandor 0.200 1m3 Pasang Konstruksi Kuda - kuda Kayu Kamper Bahan Balok Kayu Kamper 1.100 Besi Strip 15.000 Paku Biasa 2" - 5" 0.800 Tenaga Perkerja 4.000 Tukang Kayu 12.000 Kepala Tukang 1.200 Mandor 0.200 1m3 Pasang Konstruksi Kuda - kuda Kayu Borneo Bahan Balok Kayu Borneo 1.100 Besi Strip 15.000 Paku Biasa 2" - 5" 0.800 Tenaga Perkerja 4.000 Tukang Kayu 12.000 Kepala Tukang 1.200 Mandor 0.200 1m3 Pasang Konstruksi Kuda - kuda Kayu Kruing Bahan
Balok Kayu Kruing Besi Strip Paku Biasa 2" - 5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
1.100 15.000 0.800 4.000 12.000 1.200 0.200
1m² Pasang Kaso + Reng Genteng Kodok Kayu Kamper Bahan Balok Kayu Kamper 0.012 Paku Biasa 2" - 5" 0.150 Tenaga Perkerja 0.100 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.005 1m² Pasang Kaso + Reng Genteng Kodok Kayu Borneo Bahan Balok Kayu Borneo 0.012 Paku Biasa 2" - 5" 0.150 Tenaga Perkerja 0.100 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.005 1m² Pasang Kaso + Reng Genteng Monier Kayu Jati Bahan Balok Kayu Jati 0.014 Paku Biasa 2" - 5" 0.150 Tenaga Perkerja 0.100 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.005 1m² Pasang Kaso + Reng Genteng Monier Kayu Kamper Bahan Balok Kayu Kamper 0.014 Paku Biasa 2" - 5" 0.150
Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.100 0.100 0.010 0.005
1m² Pasang Kaso + Reng Genteng Beton Kayu Borneo Bahan Balok Kayu Borneo 0.014 Paku Biasa 2" - 5" 0.150 Tenaga Perkerja 0.100 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.005 1m² Pasang Kaso + Reng Atap Sirap Kayu Kamper Bahan Balok Kayu Kamper 0.165 Paku Biasa 2" - 5" 0.200 Tenaga Perkerja 0.120 Tukang Kayu 0.120 Kepala Tukang 0.012 Mandor 0.006 1m² Pasang Kaso + Reng Atap Sirap Kayu Borneo Bahan Balok Kayu Kamper 0.165 Paku Biasa 2" - 5" 0.200 Tenaga Perkerja 0.120 Tukang Kayu 0.120 Kepala Tukang 0.012 Mandor 0.006 1m² Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Jati Bahan Balok Kayu Jati 0.012 Paku Biasa 2" - 5" 0.100 Tenaga Perkerja 0.150 Tukang Kayu 0.250
Kepala Tukang Mandor
0.025 0.075
1m' Pasang papan ruiter ( 3 x 20 )cm Kayu Borneo Bahan Kayu Papan 3 / 20 borneo 0.0072 Paku Biasa 2" - 5" 0.050 Tenaga Perkerja 0.100 Tukang Kayu 0.200 Kepala Tukang 0.025 Mandor 0.005 1m² Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Kamper Bahan Balok Kayu Kamper 0.012 Paku Biasa 2" - 5" 0.100 Tenaga Perkerja 0.150 Tukang Kayu 0.250 Kepala Tukang 0.025 Mandor 0.075 1m² Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Borneo Bahan Balok Kayu Kamper 0.012 Paku Biasa 2" - 5" 0.100 Tenaga Perkerja 0.150 Tukang Kayu 0.250 Kepala Tukang 0.025 Mandor 0.075 1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Jati Bahan Balok Kayu Jati 0.023 Paku Biasa 2" - 5" 0.150 Tenaga Perkerja 0.200 Tukang Kayu 0.300 Kepala Tukang 0.030 Mandor 0.010
1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Kamper Bahan Balok Kayu Kamper 0.023 Paku Biasa 2" - 5" 0.150 Tenaga Perkerja 0.200 Tukang Kayu 0.300 Kepala Tukang 0.030 Mandor 0.010 1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Borneo Bahan Balok Kayu Borneo 0.023 Paku Biasa 2" - 5" 0.150 Tenaga Perkerja 0.200 Tukang Kayu 0.300 Kepala Tukang 0.030 Mandor 0.010 1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Jati Bahan Balok Kayu Jati 0.027 Paku Biasa 2" - 5" 0.200 Tenaga Perkerja 0.250 Tukang Kayu 0.350 Kepala Tukang 0.035 Mandor 0.0125 1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Kamper Bahan Balok Kayu Kamper 0.027 Paku Biasa 2" - 5" 0.200 Tenaga Perkerja 0.250 Tukang Kayu 0.350 Kepala Tukang 0.035 Mandor 0.0125 1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Borneo Bahan Balok Kayu Borneo 0.027
Paku Biasa 2" - 5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Lisplank ( 3 x 20 )cm Kayu Jati Bahan Papan Kayu Jati Paku Biasa 2" - 5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Lisplank ( 3 x 20 )cm Kayu Kamper Bahan Papan Kayu Kamper Paku Biasa 2" - 5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Lisplank ( 3 x 30 )cm Kayu Jati Bahan Papan Kayu Jati Paku Biasa 2" - 5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.200 0.250 0.350 0.035 0.0125
0.0072 0.050 0.100 0.200 0.025 0.005
0.0072 0.050 0.100 0.200 0.025 0.005
0.0110 0.050 0.110 0.220 0.022 0.005
1m' Pasang Lisplank ( 3 x 30 )cm Kayu Kamper Bahan Papan Kayu Kamper 0.0110 Paku Biasa 2" - 5" 0.050 Tenaga Perkerja 0.110
Tukang Kayu Kepala Tukang Mandor
0.220 0.022 0.005
1m' Pasang Lisplank 2 x( 3 x 20 )cm Kayu Kamper Bahan Papan Kayu Kamper 0.0145 Paku Biasa 2" - 5" 0.060 Tenaga Perkerja 0.150 Tukang Kayu 0.250 Kepala Tukang 0.025 Mandor 0.075 1m' Pasang Lisplank 2 x( 2 x 20 )cm Kayu Kamper Bahan Papan Kayu Kamper 0.0086 Paku Biasa 2" - 5" 0.060 Tenaga Perkerja 0.100 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.050 1m' Pasang Lisplank 2 x( 2 x 20 )cm Kayu Borneo Bahan Papan Kayu Borneo 0.0088 Paku Biasa 2" - 5" 0.060 Tenaga Perkerja 0.100 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.050 1m² Pasang Rangka Dinding Pemisah Kayu Kamper Bahan Balok Kayu Kamper 0.0195 Papan Kayu Kamper 0.007 Paku Biasa 2" - 5" 0.100 Tenaga Perkerja 0.150 Tukang Kayu 0.450 Kepala Tukang 0.045
Mandor
0.075
1m² Pasang Rangka Dinding Pemisah Kayu Borneo Bahan Balok Kayu Borneo 0.0195 Papan Kayu Borneo 0.007 Paku Biasa 2" - 5" 0.100 Tenaga Perkerja 0.150 Tukang Kayu 0.450 Kepala Tukang 0.045 Mandor 0.075 1m² Pasang Dinding Pemisah Teakwood Rangkap, RangkaKayu Kamper Bahan Balok Kayu Kamper 0.0195 Papan Kayu Kamper 0.007 Paku Biasa 2" - 5" 0.100 Tenaga Perkerja 0.150 Tukang Kayu 0.450 Kepala Tukang 0.045 Mandor 0.075 1m² Pasang Dinding Pemisah Teakwood Rangkap, Rangka Kayu Kamper Bahan Balok Kayu Kamper 0.0195 Papan Kayu Kamper 0.007 Paku Biasa 2" - 5" 0.100 Tenaga Perkerja 0.150 Tukang Kayu 0.450 Kepala Tukang 0.045 Mandor 0.075 1m² Pasang Dinding Pemisah Plywood Rangkap, Rangka Kayu Kamper Bahan Balok Kayu Kamper 0.0195 Papan Kayu Kamper 0.007 Paku Biasa 2" - 5" 0.100 Lem Kayu 0.560 Plywood 4 mm 1.000 Tenaga
Perkerja Tukang Kayu Kepala Tukang Mandor
0.200 0.600 0.060 0.010
1m² Pasang Dinding Lambriziring dari papan Kayu jati Bahan Papan Kayu Jati 0.007 Paku Biasa 2" - 5" 0.100 Paku Skrup 3.5" 0.150 Tenaga Perkerja 0.600 Tukang Kayu 1.800 Kepala Tukang 0.180 Mandor 0.030 1m² Pasang Plywood tebal 4mm, untuk dinding Bahan Plywood 4 mm 0.400 Paku Biasa ½" - 1" 0.050 Tenaga Perkerja 0.025 Tukang Kayu 0.075 Kepala Tukang 0.0075 Mandor 0.0013 1m² Pasang List Plafond Kayu Profil Bahan Kayu Profil Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
1.050 0.021 0.021 0.0020 0.0010
PEKERJAAN BETON 1 m2 Membuat Lantai Kerja Beton Tumbuk 1 Pc : 3 Ps : 5 Kr Bahan Semen Portland 10.000 Pasir Beton 0.026 Koral Beton 0.044 Tenaga Perkerja 1.150
Tukang Batu Kepala Tukang Mandor
0.020 0.002 0.006
1 m³ Membuat Beton Tumbuk 1 Pc : 3 Ps : 5 Kr Bahan Semen Portland 218.000 Pasir Beton 0.520 Koral Beton 0.870 Tenaga Perkerja 1.650 Tukang Batu 0.250 Kepala Tukang 0.025 Mandor 0.080 1 m³ Membuat Beton Tumbuk 1 Pc : 3 Ps : 6 Kr Bahan Semen Portland 197.000 Pasir Beton 0.470 Koral Beton 0.940 Tenaga Perkerja 1.650 Tukang Batu 0.250 Kepala Tukang 0.025 Mandor 0.080 1 m³ Membuat Beton Tumbuk 1 Pc : 4 Ps : 6 Kr Bahan Semen Portland 173.000 Pasir Beton 0.570 Koral Beton 0.870 Tenaga Perkerja 1.650 Tukang Batu 0.250 Kepala Tukang 0.025 Mandor 0.080
1 m³ Membuat Beton 1 Pc : 2 Ps : 3 Kr Bahan Semen Portland Pasir Beton Koral Beton
232.000 0.520 0.780
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
1.650 0.250 0.025 0.080
1 m³ Membuat Beton Bertulang 1 Pc : 2 Ps : 4 Kr Bahan Semen Portland 280.000 Pasir Beton 0.450 Koral Beton 0.900 Tenaga Perkerja 1.650 Tukang Batu 0.250 Kepala Tukang 0.025 Mandor 0.080 1 m³ Membuat Beton Bertulang 1 Pc : 2 Ps : 2.5 Kr Bahan Semen Portland 352.000 Pasir Beton 0.560 Koral Beton 0.700 Tenaga Perkerja 1.650 Tukang Batu 0.250 Kepala Tukang 0.025 Mandor 0.080 1 m³ Membuat Beton Bertulang 1 Pc : 1.5 Ps : 3Kr Bahan Semen Portland 357.000 Pasir Beton 0.420 Koral Beton 0.540 Tenaga Perkerja 1.650 Tukang Batu 0.250 Kepala Tukang 0.025 Mandor 0.080 1 m³ Membuat Beton Bertulang 1 Pc : 1.5 Ps : 2.5Kr Bahan Semen Portland 386.000 Pasir Beton 0.470
Koral Beton Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.780 1.650 0.250 0.025 0.080
1 m³ Membuat Beton Bertulang 1 Pc : 1 Ps : 2Kr Bahan Semen Portland 479.000 Pasir Beton 0.370 Koral Beton 0.740 Tenaga Perkerja 1.650 Tukang Batu 0.250 Kepala Tukang 0.025 Mandor 0.080 1 m³ Membuat Tiang Pancang Prestressed Beton Bahan Semen Portland 479.000 Pasir Beton 0.370 Koral Beton 0.740 Rapidrant 2.460 Tenaga Perkerja 1.650 Tukang Batu 0.250 Kepala Tukang 0.025 Mandor 0.080 1 m³ Membuat Beton Bertulang 1 Pc : 2Ps : 3 Splt Bahan Semen Portland 336.000 Pasir Beton 0.540 Koral Beton 0.810 Tenaga Perkerja 2.000 Tukang Batu 0.350 Kepala Tukang 0.035 Mandor 1.000 1 m³ Membuat Beton Bertulang 1 Pc : 2Ps : 4 Splt Bahan
Semen Portland Pasir Beton Koral Beton Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
291.000 0.470 0.930 2.000 0.350 0.035 1.000
1 m³ Membuat Beton Bertulang 1 Pc : 1.5Ps : 3 Splt Bahan Semen Portland 367.000 Pasir Beton 0.440 Koral Beton 0.880 Tenaga Perkerja 2.000 Tukang Batu 0.350 Kepala Tukang 0.035 Mandor 1.000 1 m³ Membuat Beton Bertulang 1 Pc : 1.5Ps : 2.5 Splt Bahan Semen Portland 400.000 Pasir Beton 0.480 Koral Beton 0.800 Tenaga Perkerja 2.000 Tukang Batu 0.350 Kepala Tukang 0.035 Mandor 1.000 1 m³ Membuat Beton Bertulang 1 Pc : 1Ps : 1Splt Bahan Semen Portland 615.000 Pasir Beton 0.520 Koral Beton 0.520 Tenaga Perkerja 2.000 Tukang Batu 0.350 Kepala Tukang 0.035 Mandor 1.000 1 m³ Membuat Beton Kedap Air dengan Strorox - 100
Bahan Semen Portland Pasir Beton Koral Beton Strorox - 100 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m' Memasang PVC Waterstop lebar 150 mm Bahan Waterstop lebar 150 mm Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m' Memasang PVC Waterstop lebar 200 mm Bahan Waterstop lebar 200 mm Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m' Memasang PVC Waterstop lebar 230 mm Bahan Waterstop lebar 230 mm Tenaga Perkerja Tukang Batu Mandor
400.000 0.480 0.800 1.200 2.000 0.350 0.035 1.000
1.050 0.050 0.030 0.003 0.002
1.050 0.050 0.030 0.0035 0.002
1.050 0.550 0.350 0.003
1 m' Memasang PVC Waterstop lebar 250 mm Bahan Waterstop lebar 250 mm 1.050 Tenaga Perkerja 0.550 Tukang Batu 0.350
Mandor 1 m' Memasang PVC Waterstop lebar 300 mm Bahan Waterstop lebar 300 mm Tenaga Perkerja Tukang Batu Mandor 1 m' Memasang PVC Waterstop lebar 320 mm Bahan Waterstop lebar 320 mm Tenaga Perkerja Tukang Batu Mandor
0.003
1.050 0.550 0.350 0.003
1.050 0.550 0.350 0.003
1 Kg Pembesian dengan Besi Polos atau Besi Ulir Bahan Besi Beton ( Polos / Ulir ) 1.050 Kawat Beton 0.015 Tenaga Perkerja 0.007 Tukang Besi 0.007 Kepala Tukang 0.0007 Mandor 0.0003 1 Kg Kabel Presstressed Polos / Strands Bahan Besi Beton ( Polos / Ulir ) Kawat Beton Tenaga Perkerja Tukang Besi Kepala Tukang Mandor 1 Kg Jaring Kawat Baja Bahan Besi Jaring Kawat Baja Kawat Beton Tenaga
1.050 0.010 0.005 0.005 0.0005 0.0003
1.020 0.805
Perkerja Tukang Besi Kepala Tukang Mandor 1 m2 Pasang Bekisting Bahan Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Plywood 9 mm Dolken Kayu Galam Ø 8 - 10 / 4m Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m2 Pasangan Stoot Werk Bahan Kayu Kaso 5 / 7 (borneo) Paku Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.025 0.025 0.0025 0.0015
0.040 0.400 0.200 0.350 2.000 0.300 0.330 0.0330 0.0060
0.0882 0.5000 0.1500 0.2000 0.2000 0.0170
1 m2 Pasang Bekisting untuk Pondasi Bahan Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.300 0.260 0.0260 0.0050
1 m2 Pasang Bekisting untuk Sloof Bahan Kayu Terentang Paku Biasa 2" - 5"
0.040 0.300
0.040 0.300 0.100
Minyak Bekisting Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m2 Pasang Bekisting untuk Kolom Bahan Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Borneo Plywood 9 mm Dolken Kayu Galam Ø 8 - 10 / 4m Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.100 0.300 0.260 0.0260 0.0050
0.040 0.400 0.200 0.015 0.350 2.000 0.300 0.330 0.0330 0.0060
1 m2 Pasang Bekisting untuk Balok Bahan Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Borneo Plywood 9 mm Dolken Kayu Galam Ø 8 - 10 / 4m Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.320 0.330 0.0330 0.0060
1 m2 Pasang Bekisting untuk Lantai Bahan Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Borneo Plywood 9 mm Dolken Kayu Galam Ø 8 - 10 / 4m
0.040 0.400 0.200 0.015 0.350 6.000
0.040 0.400 0.200 0.018 0.350 2.000
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m2 Pasang Bekisting untuk Dinding Bahan Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Borneo Plywood 9 mm Dolken Kayu Galam Ø 8 - 10 / 4m Formtie / penjaga jarak bekisting Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m2 Pasang Bekisting untuk Tangga Bahan Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Borneo Plywood 9 mm Dolken Kayu Galam Ø 8 - 10 / 4m Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.320 0.330 0.033 0.006
0.040 0.400 0.200 0.015 0.350 6.000 4.000 0.320 0.330 0.033 0.006
0.030 0.400 0.150 0.015 0.350 2.000 0.320 0.330 0.033 0.006
1 m³ Membuat Pondasi Beton Bertulang ( 150 Kg + bekisting ) Bahan Kayu Terentang 0.200 Paku Biasa 2" - 5" 1.500 Minyak Bekisting 0.400 Besi Beton Polos 150.000 Kawat Beton 2.250 Semen Portland 323.000
Pasir Beton Koral Beton Tenaga Perkerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
0.520 0.780 3.900 0.350 1.040 1.050 0.245 0.165
1 m³ Membuat Sloof Beton Bertulang ( 200 Kg + bekisting ) Bahan Kayu Terentang 0.270 Paku Biasa 2" - 5" 2.000 Minyak Bekisting 0.600 Besi Beton Polos 200.000 Kawat Beton 3.000 Semen Portland 323.000 Pasir Beton 0.520 Koral Beton 0.780 Tenaga Perkerja 4.850 Tukang Batu 0.350 Tukang Kayu 1.560 Tukang Besi 1.400 Kepala Tukang 0.331 Mandor 0.170 1 m³ Membuat Kolom Beton Bertulang ( 300 Kg + bekisting ) Bahan Kayu Terentang 0.400 Paku Biasa 2" - 5" 4.000 Minyak Bekisting 2.000 Besi Beton Polos 300.000 Kawat Beton 4.500 Semen Portland 323.000 Pasir Beton 0.520 Koral Beton 0.780 Kayu Balok Borneo 0.150 Plywood 9 mm 3.500 Dolken Ø 8 / 4 m 20.000 Tenaga Perkerja 7.300
Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
0.350 3.300 2.100 0.570 0.250
1 m³ Membuat Balok Beton Bertulang ( 200 Kg + bekisting ) Bahan Kayu Terentang 0.320 Paku Biasa 2" - 5" 3.200 Minyak Bekisting 1.600 Besi Beton Polos 200.000 Kawat Beton 3.000 Semen Portland 323.000 Pasir Beton 0.520 Koral Beton 0.780 Kayu Balok Borneo 0.140 Plywood 9 mm 2.800 Dolken Ø 8 / 4 m 16.000 Tenaga Perkerja 5.960 Tukang Batu 0.350 Tukang Kayu 2.800 Tukang Besi 1.400 Kepala Tukang 0.455 Mandor 0.208 1 m³ Membuat Balok Beton Bertulang ( 150 Kg + bekisting ) Bahan Kayu Terentang 0.320 Paku Biasa 2" - 5" 3.200 Minyak Bekisting 1.600 Besi Beton Polos 150.000 Kawat Beton 2.250 Semen Portland 323.000 Pasir Beton 0.520 Koral Beton 0.780 Kayu Balok Borneo 0.120 Plywood 9 mm 2.800 Dolken Ø 8 / 4 m 32.000 Tenaga Perkerja 5.800 Tukang Batu 0.350
Tukang Kayu Tukang Besi Kepala Tukang Mandor
2.800 1.050 0.420 0.185
1 m³ Membuat Dinding Beton Bertulang ( 150 Kg + bekisting ) Bahan Kayu Terentang 0.240 Paku Biasa 2" - 5" 3.200 Minyak Bekisting 1.600 Besi Beton Polos 150.000 Kawat Beton 2.250 Semen Portland 323.000 Pasir Beton 0.520 Koral Beton 0.780 Kayu Balok Borneo 0.160 Plywood 9 mm 2.800 Dolken Ø 8 / 4 m 24.000 Tenaga Perkerja 5.600 Tukang Batu 0.350 Tukang Kayu 2.640 Tukang Besi 1.050 Kepala Tukang 0.400 Mandor 0.193 1 m³ Membuat Tangga Beton Bertulang ( 200 Kg + bekisting ) Bahan Kayu Terentang 0.250 Paku Biasa 2" - 5" 3.000 Minyak Bekisting 1.200 Besi Beton Polos 200.000 Kawat Beton 3.000 Semen Portland 323.000 Pasir Beton 0.520 Koral Beton 0.780 Kayu Balok Borneo 0.105 Plywood 9 mm 2.500 Dolken Ø 8 / 4 m 14.000 Tenaga Perkerja 5.600 Tukang Batu 0.350 Tukang Kayu 2.300
Tukang Besi Kepala Tukang Mandor
1.400 0.405 0.202
1 m³ Membuat Kolom Penguat Beton Bertulang (11 x 11) cm Bahan Kayu Terentang 0.002 Paku Biasa 2" - 5" 0.010 Besi Beton Polos 3.000 Kawat Beton 0.450 Semen Portland 4.000 Pasir Beton 0.006 Koral Beton 0.009 Tenaga Perkerja 0.060 Tukang Batu 0.020 Tukang Kayu 0.020 Tukang Besi 0.020 Kepala Tukang 0.006 Mandor 0.003 1 m³ Membuat Ring Balok Beton Bertulang (10 x 15) cm Bahan Kayu Albasiah 0.003 Paku Biasa 2" - 5" 0.200 Besi Beton Polos 3.600 Kawat Beton 0.050 Semen Portland 5.500 Pasir Beton 0.009 Koral Beton 0.015 Tenaga Perkerja 0.100 Tukang Batu 0.330 Tukang Kayu 0.033 Tukang Besi 0.033 Kepala Tukang 0.010 Mandor 0.005 V
PEKERJAAN PENTUP ATAP 1m² Pasang Atap Genteng Palentong Kecil Bahan Genteng Palentong Tenaga
25.000
Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Atap Genteng Kodok / Glazzur Bahan Genteng Kodok Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.150 0.075 0.008 0.008
25.000 0.150 0.075 0.008 0.008
1m² Pasang Atap Genteng Palentong Super / Besar Bahan Genteng Palentong Super 12.000 Tenaga Perkerja 0.150 Tukang Kayu 0.060 Kepala Tukang 0.006 Mandor 0.008 1m' Pasang Genteng Bubung Palentong Bahan Genteng Bubung Palentong Semen Portland Pasir Pasang Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Genteng Bubung Kodok Glazzur Bahan Genteng Bubung Kodok Semen Portland Pasir Pasang Tenaga Perkerja Tukang Kayu Kepala Tukang
5.000 8.000 0.032 0.400 0.200 0.020 0.002
5.000 8.000 0.032 0.400 0.200 0.020
Mandor 1m' Pasang Genteng Bubung Palentong Besar Bahan Genteng Bubung Palentong Semen Portland Pasir Pasang Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Rooflight Fiberglass ( 180 x 90 ) cm Bahan Roof Light Fiberglass Paku Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.002
4.000 8.000 0.032 0.400 0.200 0.020 0.002
0.600 0.050 0.140 0.067 0.007 0.007
1m' Pasang Atap Asbes Gelombang ( 2.50 x 0.92 m ) X 5mm Bahan Asbes Gelombang 0.500 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.075 Kepala Tukang 0.008 Mandor 0.008 1m' Pasang Atap Asbes Gelombang ( 2.25 x 0.92 m ) X 5mm Bahan Asbes Gelombang 0.600 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.075 Kepala Tukang 0.008 Mandor 0.008
1m' Pasang Atap Asbes Gelombang ( 2.00 x 0.92 m ) X 5mm Bahan Asbes Gelombang 0.600 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.070 Kepala Tukang 0.007 Mandor 0.007 1m' Pasang Atap Asbes Gelombang ( 1.80 x 0.92 m ) X 5mm Bahan Asbes Gelombang 0.750 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.070 Kepala Tukang 0.007 Mandor 0.007 1m² Pasang Atap Asbes Gelombang ( 300 x 1.05 m ) X 4mm Bahan Asbes Gelombang 0.350 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.070 Kepala Tukang 0.007 Mandor 0.007 1m² Pasang Atap Asbes Gelombang ( 270 x 1.05 m ) X 4mm Bahan Asbes Gelombang 0.420 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.070 Kepala Tukang 0.007 Mandor 0.007 1m² Pasang Atap Asbes Gelombang ( 240 x 1.05 m ) X 4mm Bahan Asbes Gelombang 0.440
Paku Pancing 60 x 230 Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.120 0.140 0.067 0.007 0.007
1m² Pasang Atap Asbes Gelombang ( 210 x 1.05 m ) X 4mm Bahan Asbes Gelombang 0.510 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.067 Kepala Tukang 0.007 Mandor 0.007 1m² Pasang Atap Asbes Gelombang ( 1.5 x 1.05 m ) X 4mm Bahan Asbes Gelombang 0.800 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.067 Kepala Tukang 0.007 Mandor 0.007 1m² Pasang Atap Asbes Gelombang ( 3.00 x 1.08 m ) X 6mm Bahan Asbes Gelombang 0.370 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.067 Kepala Tukang 0.007 Mandor 0.007 1m² Pasang Atap Asbes Gelombang ( 2.7 x 1.08 m ) X 6mm Bahan Asbes Gelombang 0.380 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140
Tukang Kayu Kepala Tukang Mandor
0.067 0.007 0.007
1m² Pasang Atap Asbes Gelombang ( 2.4 x 1.08 m ) X 6mm Bahan Asbes Gelombang 0.460 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.067 Kepala Tukang 0.007 Mandor 0.007 1m² Pasang Atap Asbes Gelombang ( 2.1 x 1.08 m ) X 6mm Bahan Asbes Gelombang 0.490 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.067 Kepala Tukang 0.007 Mandor 0.007 1m² Pasang Atap Asbes Gelombang ( 1.80 x 1.08 m ) X 6mm Bahan Asbes Gelombang 0.570 Paku Pancing 60 x 230 0.120 Tenaga Perkerja 0.140 Tukang Kayu 0.067 Kepala Tukang 0.007 Mandor 0.007 1m' Pasang Bubung Stel Gelombang 0.92m Bahan Asbes Gelombang Paku Pancing 60 x 230 Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
2.400 6.000 0.084 0.125 0.013 0.004
1m' Pasang Nok Stel Gelombang 0.92m Bahan Asbes Gelombang Paku Skrup 3.5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Stel Gelombang 1.05m Bahan Asbes Gelombang Paku Skrup 3.5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Stel Gelombang 1.08m Bahan Asbes Gelombang Paku Skrup 3.5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Paten 0.92m Bahan Nok Paten Paku Skrup 3.5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Paten 1.05m Bahan
2.400 6.000 0.084 0.125 0.013 0.004
2.100 6.000 0.084 0.125 0.013 0.004
2.050 6.000 0.084 0.125 0.013 0.004
1.200 6.000 0.084 0.125 0.013 0.004
Nok Paten Paku Skrup 3.5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Paten 1.08m Bahan Nok Paten Paku Skrup 3.5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Stel rata 0.92m Bahan Nok Stel rata Paku Skrup 3.5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Stel rata 1.05m Bahan Nok Stel rata Paku Skrup 3.5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Atap Genteng Beton Bahan Genteng Beton Paku Biasa 2" - 5" Tenaga
1.200 6.000 0.084 0.125 0.013 0.004
1.200 6.000 0.084 0.125 0.013 0.004
1.100 6.000 0.100 0.150 0.013 0.004
1.100 6.000 0.084 0.125 0.013 0.004
11.000 0.030
Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Atap Genteng Aspal Bahan Genteng Aspal Plywood 4 mm Paku Biasa 1/2" - 1" Plastic Aerator Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Atap Genteng Metal Bahan Genteng Metal Paku Biasa 2" - 5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Atap Sirap Bahan Genteng Sirap Paku Biasa ½" - 1" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Genteng Beton Bahan Genteng Beton Paku Biasa 2" - 5" Semen abu -abu Pasir Pasang
0.200 0.100 0.010 0.010
6.900 0.350 0.030 0.500 0.200 0.300 0.003 0.010
1.020 0.200 0.200 0.100 0.010 0.001
60.000 0.200 0.166 0.250 0.025 0.008
3.500 0.050 10.800 0.032
Semen Warna Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Genteng Aspal Bahan Genteng Aspal Paku Biasa ½" - 1" Balok Kayu Borneo Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Genteng Metal Bahan Genteng Decra Bond Paku Biasa ½" - 1" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Genteng Metal Bahan Genteng Decra Bond Paku Biasa ½" - 1" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m' Pasang Nok Sirap Bahan Seng Plat 3" x 6" BJLS 28 Paku Biasa ½" - 1" Paku Biasa 2" - 5"
1.000 0.400 0.200 0.020 0.020
2.000 0.050 0.0035 0.125 0.250 0.025 0.006
1.100 0.050 0.250 0.150 0.015 0.013
1.100 0.050 0.250 0.150 0.015 0.013
0.400 0.060 0.050
Papan Kayu Borneo tebal 3cm Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Atap Seng Gelombang Bahan Seng Gelombang 3" x 6" BJLS 28 Paku Biasa ½" - 1" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Atap Nok Seng Bahan Seng Plat 3" x 6" BJLS 28 Paku Biasa ½" - 1" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Atap Alluminium Bahan Atap Alluminium Gelombang tebal 0.55 Paku Hak Pnjang 15 cm Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1m² Pasang Nok Alluminium Bahan Nok standar 40 cm 18, swg 22 Paku Hak Pnjang 15 cm Tenaga Perkerja
0.004 0.125 0.250 0.025 0.006
0.700 0.020 0.120 0.060 0.006 0.006
0.300 0.040 0.015 0.070 0.008 0.006
1.050 0.020 0.015 0.075 0.008 0.006
1.200 0.040 0.100
Tukang Kayu Kepala Tukang Mandor 1m² Pasang Alluminium Foil / Sisalation Bahan Sisalation / Alluminium Foil Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor VII
1.000 0.010 0.010
1.050 0.150 0.050 0.005 0.008
PEKERJAAN LANGIT - LANGIT 1 m2 Pas. Rangka Plapond Kayu Kls I (Hanya Rangka) Bahan Kayu Balok Borneo 0.0210 Paku 0.2200 Tenaga Perkerja 0.1875 Tukang Kayu 0.2250 Kepala Tukang 0.0375 Mandor 0.0105 1 m² Langit - langit Asbes ( 1.00 x 1.00 )m tebal 5 mm Bahan Pelat Asbes tebal 5 mm 1.100 Paku 0.010 Tenaga Perkerja 0.030 Tukang Kayu 0.070 Kepala Tukang 0.007 Mandor 0.0015 1 m² Langit - langit Asbes ( 1.00 x 1.00 )m tebal 4 mm Bahan Pelat Asbes tebal 4 mm 1.100 Paku 0.010 Tenaga Perkerja 0.030 Tukang Kayu 0.070 Kepala Tukang 0.007 Mandor 0.0015
1 m² Langit - langit Asbes ( 1.00 x 1.00 )m tebal 3.5 mm Bahan Pelat Asbes tebal 4 mm 1.100 Paku 0.010 Tenaga Perkerja 0.030 Tukang Kayu 0.070 Kepala Tukang 0.007 Mandor 0.0015 1 m² Langit - langit Akustik ( 30 x 30 )cm Bahan Akustik 30 x 30 cm Paku Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Langit - langit Akustik ( 30 x 60 )cm Bahan Akustik 30 x 60 cm Paku Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Langit - langit Akustik ( 60 x 120 )cm Bahan Akustik Arm Strong Ukuran 30 x 120 cm Paku Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
11.500 0.050 0.060 0.120 0.012 0.0030
5.800 0.050 0.060 0.100 0.010 0.0030
1.500 0.050 0.060 0.100 0.010 0.0030
1 m² Langit - langit Plywood ( 30 x 60 )cm, tebal 4 mm Bahan
Plywood 4 mm Paku Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.360 0.030 0.070 0.100 0.010 0.0035
1 m² Langit - langit Plywood ( 30 x 60 )cm, tebal 6 mm Bahan Plywood 4 mm 0.360 Paku 0.030 Tenaga Perkerja 0.070 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.0035 1 m² Langit - langit Plywood ( 60 x 120 )cm, tebal 4 mm Bahan Plywood 4 mm 0.360 Paku 0.030 Tenaga Perkerja 0.070 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.0035 1 m² Langit - langit Plywood ( 60 x 120 )cm, tebal 6 mm Bahan Plywood 4 mm 0.360 Paku 0.030 Tenaga Perkerja 0.070 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.0035 1 m² Langit - langit Teakwood ( 30 x 60 )cm, tebal 4 mm Bahan Teakwood 4' x 8' x 4mm 0.360 Paku 0.030 Tenaga
Perkerja Tukang Kayu Kepala Tukang Mandor
0.070 0.100 0.010 0.0035
1 m² Langit - langit Teakwood ( 60 x 120 )cm, tebal 4 mm Bahan Teakwood 4' x 8' x 4mm 0.360 Paku 0.030 Tenaga Perkerja 0.070 Tukang Kayu 0.100 Kepala Tukang 0.010 Mandor 0.0035 1 m² Langit - langit Gypsum Bahan Gypsum Paku Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Langit - langit Kayu Jati Bahan Papan Kayu Jati Paku Paku Sekrup Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Langit - langit Kayu Ramin Bahan Papan Kayu Ramin Paku Paku Sekrup Tenaga Perkerja
0.360 0.030 0.070 0.100 0.010 0.0035
0.024 0.010 0.050 0.200 0.600 0.060 0.0100
0.024 0.010 0.050 0.200
Tukang Kayu Kepala Tukang Mandor 1 m² Langit - langit Kayu Kamper Bahan Papan Kayu Kamper Paku Paku Sekrup Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Langit - langit Softboard Bahan Softboard 4' x 8' x 4mm Paku Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.600 0.060 0.0100
0.024 0.010 0.050 0.200 0.600 0.060 0.0100
0.350 0.030 0.600 0.100 0.010 0.0030
1 m² Langit - langit Akustik 60 x 120 cm + rangka Alluminium Bahan Profil Alluminium " T " 3.600 Kawat seng polos 0.150 Ramset / Dinabolt 1.000 Akustik Armstrom 60 x 120cm 1.500 Tenaga Perkerja 0.150 Tukang Kayu 0.500 Kepala Tukang 0.050 Mandor 0.0075 1 m² List Langit - langit Kayu Profil Bahan List Kayu Profil Paku Tenaga Perkerja
1.100 0.010 0.050
Tukang Kayu Kepala Tukang Mandor
0.050 0.005 0.0030
1 m² Langit - langit Plywood 4 mm + RangkaKayu Borneo Bahan Balok Kayu Borneo 0.023 Paku 0.060 Plywood 4 mm 0.390 Tenaga Perkerja 0.270 Tukang Kayu 0.400 Kepala Tukang 0.040 Mandor 0.0135 1 m² Langit - langit Asbes ( 1.00 x 1.00 )m, tebal 3.2mm Rangka Borneo Bahan Balok Kayu Borneo 0.012 Paku 0.060 Asbes 1.100 Tenaga Perkerja 0.180 Tukang Kayu 0.320 Kepala Tukang 0.032 Mandor 0.0090 1 m² Langit - langit Akustik ( 30 x 60 )cm + Rangka Kayu Borneo Bahan Balok Kayu Borneo 0.023 Paku 0.060 Akustik 30 x 60 cm 5.800 Tenaga Perkerja 0.260 Tukang Kayu 0.400 Kepala Tukang 0.040 Mandor 0.0130 1 m² Langit - langit Akustik ( 30 x 30 )cm + Rangka Kayu Borneo Bahan Balok Kayu Borneo 0.027 Paku 0.060 Akustik 30 x 30 cm 11.500 Tenaga
Perkerja Tukang Kayu Kepala Tukang Mandor IX
0.310 0.470 0.047 0.0155
PEKERJAAN SANITASI Memasang 1 buah Kloset Duduk / Monoblok Bahan Kloset Duduk / Monoblok 1.000 Perlengkapan 30% Dari bahan Tenaga Perkerja 3.300 Tukang Batu 1.100 Kepala Tukang 0.001 Mandor 0.1600 Memasang 1 buah Kloset Jongkok Porselen Bahan Kloset Jongkok Porselen Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
1.000 6.000 0.010 1.000 1.500 1.500 0.1600
Memasang 1 buah Kloset Jongkok Teraso Bahan Kloset Jongkok Teraso Bata merah kelas I Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
1.000 1.500 0.300 0.1100
Memasang 1 buah Urinoir Bahan Urinoir Perlengkapan
1.000 30% Harga Urinoir
1.000 7.000 6.000 0.010
Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 buah Wastafel Bahan Urinoir Perlengkapan Semen Abu -abu Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
6.000 0.010 1.000 1.000 0.100 0.1000
1.000 12% Harga Urinoir 6.000 0.010 1.000 1.450 0.150 0.1000
Memasang 1 buah Bak Mandi Teraso, volume 0.30 m³ Bahan Bak Teraso 1.000 Semen Portland 6.000 Pasir Pasang 0.010 Tenaga Perkerja 2.100 Tukang Batu 0.750 Kepala Tukang 0.070 Mandor 0.1100 Memasang 1 buah Bak Mandi Fiberglass, volume 0.30 m³ Bahan Bak Fiberglass 1.000 Perlengkapan 18% Harga Bak Tenaga Perkerja 1.800 Tukang Batu 2.700 Kepala Tukang 0.540 Mandor 0.1100 Memasang 1 buah Bak Mandi Batu bata, volume 0.30 m³ Bahan
Bata merah kelas I Semen Portland Pasir Pasang Porselen ( 11 x 11 ) cm Semen Nat Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 buah Badkip Porselen Bahan Badkip Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.400 120.000 0.300 360.000 6.000 6.000 3.000 0.300 0.3000
1.000 20% harga Badkip 0.075 0.750 0.2500
Memasang 1 buah Bak Fiberglass volume 1 m³ air Bahan Bak Fiberglass 1.000 Perlengkapan 12% Harga Bak Tenaga Perkerja 3.000 Tukang Batu 4.500 Kepala Tukang 0.900 Mandor 0.9000 Memasang 1 m' Pipa Penyalur Air limbah jenis Pipa Tanah Ø15 cm Bahan Pipa Tanah 1.600 Semen Portland 0.680 Pasir Pasang 0.013 Pasir Urug 0.011 Tenaga Perkerja 0.060 Tukang Batu 0.030 Kepala Tukang 0.003 Mandor 0.0025
Memasang 1 m' Pipa Penyalur Air limbah jenis Pipa Tanah Ø 20 cm Bahan Pipa Tanah 1.600 Semen Portland 0.870 Pasir Pasang 0.014 Pasir Urug 0.014 Tenaga Perkerja 0.080 Tukang Batu 0.040 Kepala Tukang 0.004 Mandor 0.0070 Memasang 1 m' Pipa Beton Ø 5 cm - 20 cm Bahan Pipa Beton Bata merah kelas I Semen Portland Pasir Pasang Pasir Urug Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
1.100 0.270 3.920 0.056 0.024 0.140 0.070 0.007 0.0070
Memasang 1 m' Pipa Beton Ø 30 cm - 100 cm Bahan Pipa Beton 1.100 Bata merah kelas I 0.550 Semen Portland 10.300 Pasir Pasang 0.061 Pasir Urug 0.069 Tenaga Perkerja 0.380 Tukang Batu 0.190 Kepala Tukang 0.019 Mandor 0.0190
Memasang 1 m' buah Bak Kontrol pasangan Batu Bata ukuran (30 x 30 )c Bahan Bata merah kelas I 0.145 Semen Portland 44.000
Pasir Pasang Batu Kerikil Besi Beton Pasir Beton Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.070 0.070 1.600 0.060 3.200 1.015 0.0015 0.0160
Memasang 1 m' buah Bak Kontrol pasangan Batu Bata ukuran (45 x 45 )c Bahan Bata merah kelas I 0.250 Semen Portland 77.000 Pasir Pasang 0.130 Batu Kerikil 0.020 Besi Beton 2.600 Pasir Beton 0.090 Tenaga Perkerja 1.420 Tukang Batu 0.473 Kepala Tukang 0.0470 Mandor 0.0710
Memasang 1 m' buah Bak Kontrol pasangan Batu Bata ukuran (60 x 60 )c Bahan Bata merah kelas I 0.371 Semen Portland 114.000 Pasir Pasang 0.184 Batu Koral 0.033 Besi Beton 4.850 Pasir Beton 0.120 Tenaga Perkerja 2.160 Tukang Batu 0.720 Kepala Tukang 0.0720 Mandor 0.1080 Tukang Gali 0.1000 Memasang 1 m' Pipa Galvanis Ø ½" Bahan Pipa Galvanis Perlengkapan
1.200 35% Harga Pipa
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 m' Pipa Galvanis Ø ¾" Bahan Pipa Galvanis Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 m' Pipa Galvanis Ø 1" Bahan Pipa Galvanis Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 m' Pipa Galvanis Ø 1½" Bahan Pipa Galvanis Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 m' Pipa Galvanis Ø 3" Bahan Pipa Galvanis Perlengkapan Tenaga Perkerja Tukang Batu
0.054 0.090 0.0090 0.0270
1.200 35% Harga Pipa 0.054 0.090 0.0090 0.0270
1.200 35% Harga Pipa 0.054 0.090 0.0090 0.0270
1.200 35% Harga Pipa 0.108 0.180 0.0180 0.0054
1.200 35% Harga Pipa 0.108 0.180
Kepala Tukang Mandor Memasang 1 m' Pipa Galvanis Ø 4" Bahan Pipa Galvanis D 4" Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 m' Pipa PVC tipe AW Ø ½" Bahan Pipa PVC D 1/2" Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 m' Pipa PVC tipe AW Ø ¾" Bahan Pipa PVC tipe AW Ø ¾" Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 m' Pipa PVC tipe AW Ø 1" Bahan Pipa PVC tipe AW Ø 1" Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0180 0.0054
1.200 35% Harga Pipa 0.135 0.225 0.0225 0.0068
1.200 35% Harga Pipa 0.036 0.060 0.0060 0.0018
1.200 35% Harga Pipa 0.036 0.060 0.0060 0.0018
1.200 35% Harga Pipa 0.036 0.060 0.0060 0.0018
Memasang 1 m' Pipa PVC tipe AW Ø 1½" Bahan Pipa PVC tipe AW Ø 1½" Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 m' Pipa PVC tipe AW Ø 2" Bahan Pipa PVC tipe AW Ø 2" Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 m' Pipa PVC tipe AW Ø 2½" Bahan Pipa PVC tipe AW Ø 2½" Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
1.200 35% Harga Pipa 0.036 0.060 0.0060 0.0018
1.200 35% Harga Pipa 0.054 0.090 0.0090 0.0027
1.200 35% Harga Pipa 0.036 0.060 0.0060 0.0018
Memasang 1 m' Pipa PVC tipe AW Ø 3" Bahan Pipa PVC tipe AW Ø 3" Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.081 0.135 0.0135 0.0041
Memasang 1 m' Pipa PVC tipe AW Ø 4" Bahan Pipa PVC tipe AW Ø 4"
1.200
1.200 35% Harga Pipa
Perlengkapan Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
35% Harga Pipa 0.081 0.135 0.0135 0.0041
Memasang 1 bh Bak Cuci Piring Stainles Steel Bahan Bak cuci Stainless steel 1.000 Water Drain + Asesories 1.000 Tenaga Perkerja 0.030 Tukang Batu 0.300 Kepala Tukang 0.0300 Mandor 0.0015 Memasang 1 bh Bak Cuci Piring Teraso Bahan Bak cuci Teraso Water Drain + Asesories Semen Portland Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 bh Kran Ø ¾" atau ½" Bahan Kran Air Seal tape Tenaga Perkerja Tukang Batu Kepala Tukang Mandor Memasang 1 bh Floor Drain Bahan Kran Air Tenaga
1.000 1.000 20.000 0.050 0.050 0.500 0.0500 0.0025
1.000 0.025 0.010 0.100 0.0100 0.0050
1.000
Perkerja Tukang Batu Kepala Tukang Mandor VII
PEKERJAAN BESI DAN ALLUMINIUM 1 Kg Pasang Rangka Atap Baja Bahan Besi Profil WF Meni Besi Tenaga Perkerja Tukang Besi Kepala Tukang Mandor 1 m² Pasang Pintu Besi Baja Bahan Pintu Besi Baja Tenaga Perkerja Tukang Besi Konstruksi Kepala Tukang Mandor 1 m² Pasang Jendela Besi Bahan Jendela Besi Tenaga Perkerja Tukang Besi Konstruksi Kepala Tukang Mandor 1 m² Pasang Jendela Besi Tahan Api Bahan Jendela Besi Tahan Api Tenaga Perkerja Tukang Besi Konstruksi Kepala Tukang Mandor
0.010 0.100 0.0100 0.0050
1.100 0.080 0.006 0.060 0.0060 0.0003
1.000 0.650 0.650 0.0650 0.0320
1.000 1.050 1.050 0.1050 0.00525
1.000 1.022 1.200 0.1200 0.0060
1 m² Pasang Pintu gulung besi Bahan Pintu gulung besi Tenaga Perkerja Tukang Besi Konstruksi Kepala Tukang Mandor 1 m² Pasang Pintu Lipat Bahan Pintu Lipat Tenaga Perkerja Tukang Besi Konstruksi Kepala Tukang Mandor 1 m² Pasang Pintu Suncreen Allumunium Bahan Suncreen Allumunium Tenaga Perkerja Tukang Besi Konstruksi Kepala Tukang Mandor 1 m² Pasang Rolling Door Bahan Rolling Door Tenaga Perkerja Tukang Besi Konstruksi Kepala Tukang Mandor 1 m² Pasang Pintu Allumunium Bahan Pintu Allumunium Tenaga Perkerja Tukang Besi Konstruksi Kepala Tukang
1.000 1.200 1.200 0.1200 0.0060
1.000 1.050 1.050 0.1050 0.0052
1.000 0.080 0.800 0.080 0.004
1.000 1.050 1.500 0.105 0.0052
1.000 1.050 1.050 0.105
Mandor 1 m² Pasang Venetions Blinds Bahan Venetions Blinds Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Pasang Vertikals Blinds Bahan Venetions Blinds Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Pasang Terali Besi Bahan Terali Besi 2 x 3 Tenaga Perkerja Tukang Las Kepala Tukang Mandor 1 m² Pasang Kawat Harmonika Bahan Kawat Harmonika Paku Biasa ½" - 1" Papan Kayu Kamper Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Pasang Kawat Nyamuk Bahan Kawat Nyamuk
0.0052
1.000 0.350 0.350 0.035 0.00175
1.000 0.350 0.350 0.035 0.00175
11.500 1.200 1.200 0.012 0.0006
1.100 0.020 0.0018 0.100 0.100 0.010 0.0005
1.100
Paku Biasa ½" - 1" Papan Kayu Kamper Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
1 m² Pasang Kawat Kassa Bahan Kawat Kassa Paku Biasa ½" - 1" Papan Kayu Kamper Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Pasang Kawat Burung Bahan Kawat Burung Paku Biasa ½" - 1" Papan Kayu Kamper Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Pasang Jendela Nako & Tralis Bahan Jendela Nako Paku Biasa ½" - 1" atau Sekrup Besi Strip Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Pasang Talang Datar , Seng BJLS 28
0.020 0.0018 0.100 0.100 0.010 0.0005
1.100 0.020 0.0018 0.100 0.100 0.010 0.0005
1.100 0.020 0.0018 0.100 0.100 0.010 0.0005
1.100 0.020 0.0250 0.200 0.200 0.020 0.0010
Bahan Seng Plat 3" x 6" BJLS 28 Paku Biasa ½" - 1" atau Sekrup Papan Kayu Borneo Flincote / Meni Besi Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 m² Pasang Talang Miring , Seng BJLS 28 Bahan Seng Plat 3" x 6" BJLS 28 Paku Biasa ½" - 1" atau Sekrup Papan Kayu Borneo Flincote / Meni Besi Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
0.500 0.015 0.0096 0.2500 0.150 0.400 0.025 0.00125
0.500 0.015 0.0190 0.3000 0.040 0.400 0.025 0.00125
1 m² Pasang Talang ½ Lingkaran Ø 10 cm, Seng BJLS 28 Bahan Seng Gelombang 3" x 6" BJLS 28 0.300 Paku Biasa ½" - 1" atau Sekrup 0.100 Papan Kayu Borneo 0.0190 Besi Strip 0.5000 Tenaga Perkerja 0.150 Tukang Kayu 0.250 Kepala Tukang 0.025 Mandor 0.00125 1 m² Pasang Talang ½ Lingkaran Ø 10 cm, Seng BJLS 24 Bahan Seng Plat 3 x 6 BJLS 24 0.300 Paku Biasa ½" - 1" atau Sekrup 0.100 Papan Kayu Borneo 0.0190 Besi Strip 0.5000 Tenaga Perkerja 0.150
Tukang Kayu Kepala Tukang Mandor VI
PEKERJAAN KUNCI DAN KACA 1 Buah Pasang Kunsi Tanam Antik Bahan Kunsi Tanam Antik Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kunsi Tanam Biasa Bahan Kunsi Tanam Biasa Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kunsi Tanam Kamar Mandi Bahan Kunsi Tanam Kamar Mandi Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kunsi Silinder Bahan Kunsi Silinder Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Engsel Pintu Bahan
0.250 0.025 0.00125
1.000 0.060 0.600 0.060 0.003
1.000 0.010 0.500 0.010 0.005
1.000 0.005 0.500 0.005 0.0025
1.000 0.005 0.500 0.005 0.00025
Engsel Pintu Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Engsel Jendela Kupu - kupu Bahan Engsel Jendela Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Engsel Angin Bahan Engsel Angin Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Spring Knip Bahan Spring Knip Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kait angin Bahan Kait Angin Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
1.000 0.015 0.150 0.015 0.00075
1.000 0.010 0.100 0.010 0.00050
1.000 0.020 0.200 0.020 0.01000
1.000 0.015 0.150 0.015 0.00075
1.000 0.015 0.150 0.015 0.00075
1 Buah Pasang Door Closer Bahan Door Closer Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kunci Selot Bahan Kunci Selot Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor
1.000 0.050 0.500 0.050 0.00250
1.000 0.020 0.200 0.020 0.001
1 Buah Pasang Pegangan Pintu / Door Holder Bahan Door Holder 1.000 Tenaga Perkerja 0.050 Tukang Kayu 0.500 Kepala Tukang 0.050 Mandor 0.0025 1 Buah Pasang Door Stop Bahan Door Stop Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Rel Pintu Dorong Bahan Rel Pintu Dorong Tenaga Perkerja Tukang Kayu Kepala Tukang
1.000 0.010 0.100 0.010 0.0005
1.000 0.060 0.600 0.060
Mandor 1 Buah Pasang Kunci Lemari Bahan Kunci Lemari Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kaca tebal 3 mm Bahan Kaca Polos Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kaca tebal 5 mm Bahan Kaca Polos Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kaca tebal 8 mm Bahan Kaca Polos Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kaca Buram tebal 12 mm Bahan Kaca Buram Tenaga Perkerja
0.0030
1.000 0.025 0.250 0.025 0.00125
1.100 0.015 0.150 0.015 0.00075
1.100 0.015 0.150 0.015 0.00075
1.100 0.0165 0.165 0.0165 0.00080
1.100 0.0250
Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kaca Cermin tebal 5 mm Bahan Kaca Cermin Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kaca Cermin tebal 6 mm Bahan Kaca Cermin Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kaca Cermin tebal 8 mm Bahan Kaca Cermin Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kaca Wireglass tebal 5 mm Bahan Kaca Wireglass Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor 1 Buah Pasang Kaca Patri tebal 5 mm Bahan Kaca Patri
0.250 0.0250 0.00125
1.100 0.0150 0.150 0.0150 0.00075
1.100 0.0150 0.150 0.0150 0.00075
1.100 0.0165 0.165 0.0165 0.00080
1.100 0.0150 0.150 0.0150 0.00075
1.100
Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor VI
0.0150 0.150 0.0150 0.00075
PEKERJAAN PENUTUP LANTAI DAN DINDING 1 m² Pasang Lantai Ubin PC Abu - abu ukuran 40 x 40 cm Bahan Ubin Abu -abu 40 x40 cm 6.630 Semen Portland 9.800 Pasir Pasang 0.0215 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2500 0.120 0.0120 0.0125
1 m² Pasang Lantai Ubin PC Abu - abu ukuran 30 x 30 cm Bahan Ubin Abu -abu 30 x 30 cm 11.870 Semen Portland 10.000 Pasir Pasang 0.0215 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2600 0.125 0.0125 0.0130
1 m² Pasang Lantai Ubin PC Abu - abu ukuran 20 x 20 cm Bahan Ubin Abu -abu 20 x 20 cm 26.500 Semen Portland 10.400 Pasir Pasang 0.0135 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2700 0.130 0.0130 0.0135
1 m² Pasang Lantai Ubin Warna ukuran 40 x 40 cm Bahan Ubin Warna 40 x 40 cm 6.630 Semen Portland 8.160 Pasir Pasang 0.0230 Semen Warna 0.9000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2500 0.120 0.0120 0.0125
1 m² Pasang Lantai Ubin Warna ukuran 30 x 30 cm Bahan Ubin Warna 30 x 30 cm 11.870 Semen Portland 8.360 Pasir Pasang 0.0230 Semen Warna 0.9000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2500 0.120 0.0120 0.0125
1 m² Pasang Lantai Ubin Warna ukuran 20 x 20 cm Bahan Ubin Warna 20 x 20 cm 26.500 Semen Portland 8.760 Pasir Pasang 0.0230 Semen Warna 0.9000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2700 0.130 0.0130 0.0135
1 m² Pasang Lantai Ubin Teraso ukuran 40 x 40 cm Bahan Ubin Teraso 40 x 40 cm 6.250 Semen Portland 8.800
Pasir Pasang Semen Warna
0.0215 0.9000
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2500 0.120 0.0120 0.0125
1 m² Pasang Lantai Ubin Teraso ukuran 30 x 30 cm Bahan Ubin Teraso 30 x 30 cm 1.870 Semen Portland 10.000 Pasir Pasang 0.0215 Semen Warna 1.5400 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2600 0.125 0.0125 0.0130
1 m² Pasang Lantai Ubin Granito ukuran 40 x 40 cm Bahan Ubin Granito 40 x 40 cm 6.930 Semen Portland 9.800 Pasir Pasang 0.0215 Semen Warna 1.3000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2500 0.120 0.0125 0.0125
1 m² Pasang Lantai Ubin Granito ukuran 30 x 30 cm Bahan Ubin Granito 30 x 30 cm 11.870 Semen Portland 10.000 Pasir Pasang 0.0215 Semen Warna 1.5000 Tenaga
Perkerja Tukang Batu Kepala Tukang Mandor
0.2600 0.125 0.0125 0.0130
1 m² Pasang Lantai Ubin Teralux Kerang ukuran 40 x 40 cm Bahan Ubin Teralux Kerang 40 x 40 cm 6.250 Semen Portland 8.800 Pasir Pasang 0.0215 Semen Warna 1.3000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2500 0.120 0.0120 0.0125
1 m² Pasang Lantai Ubin Teralux Kerang ukuran 30 x 30 cm Bahan Ubin Teralux Kerang 30 x 30 cm 11.807 Semen Portland 10.000 Pasir Pasang 0.0215 Semen Warna 1.1250 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2500 0.120 0.0120 0.0125
1 m² Pasang Lantai Ubin Teralux Marmer ukuran 60 x 60 cm Bahan Ubin Teralux Marmer 60 x 60 cm 5.600 Semen Portland 8.190 Pasir Pasang 0.0450 Semen Warna 1.0000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2500 0.120 0.0120 0.0125
1 m² Pasang Lantai Ubin Teralux Marmer ukuran 40 x 40 cm Bahan Ubin Teralux Marmer 40 x 40 cm 6.250 Semen Portland 8.800 Pasir Pasang 0.0215 Semen Warna 1.3000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6720 0.224 0.0220 0.0340
1 m² Pasang Lantai Ubin Teralux Marmer ukuran 30 x 30 cm Bahan Ubin Teralux Marmer 30 x 30 cm 11.870 Semen Portland 10.000 Pasir Pasang 0.0215 Semen Warna 1.5000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.7000 0.340 0.0340 0.0350
1 m² Pasang Plint Ubin PC Abu - abu ukuran 15 x 20 cm Bahan Plint Ubin PC Abu - abu 15 x 20 cm 5.300 Semen Portland 1.560 Pasir Pasang 0.0040 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0600 0.030 0.0030 0.0030
1 m² Pasang Plint Ubin PC Abu - abu ukuran 10 x 30 cm Bahan Plint Ubin PC Abu -abu 10 x 30 cm 3.530 Semen Portland 1.560
Pasir Pasang
0.0030
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0600 0.030 0.0030 0.0030
1 m² Pasang Plint Ubin PC Abu - abu ukuran 10 x 40 cm Bahan Plint Ubin PC Abu - abu 10 x 40 cm 2.650 Semen Portland 1.560 Pasir Pasang 0.0030 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0600 0.030 0.0030 0.0030
1 m² Pasang Plint Ubin PC Warna ukuran 10 x 20 cm Bahan Plint Ubin PC Warna 10 x 20 cm 5.300 Semen Portland 1.200 Pasir Pasang 0.0030 Semen Warna 0.1900 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0600 0.030 0.0030 0.0030
1 m² Pasang Plint Ubin PC Warna ukuran 10 x 30 cm Bahan Plint Ubin PC Warna 10 x 30 cm 3.330 Semen Portland 1.650 Pasir Pasang 0.0032 Semen Warna 0.1000 Tenaga Perkerja Tukang Batu
0.0600 0.030
Kepala Tukang Mandor
0.0030 0.0030
1 m² Pasang Plint Ubin PC Warna ukuran 10 x 40 cm Bahan Plint Ubin PC Warna 10 x 40 cm 2.650 Semen Portland 1.200 Pasir Pasang 0.0030 Semen Warna 0.1000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0800 0.040 0.0040 0.0040
1 m² Pasang Plint Ubin Teraso ukuran 10 x 30 cm Bahan Plint Ubin Teraso 10 x 30 cm 3.530 Semen Portland 1.560 Pasir Pasang 0.0030 Semen Warna 0.1900 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0800 0.040 0.0040 0.0040
1 m² Pasang Plint Ubin Teraso ukuran 10 x 40 cm Bahan Plint Ubin Teraso 10 x 40 cm 2.650 Semen Portland 1.200 Pasir Pasang 0.0030 Semen Warna 0.1000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0800 0.040 0.0040 0.0040
1 m² Pasang Plint Ubin Granito ukuran 10 x 40 cm
Bahan Plint Ubin Granito 10 x 40 cm Semen Portland Pasir Pasang Semen Warna
2.650 1.200 0.0030 0.1000
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0600 0.030 0.0030 0.0030
1 m² Pasang Plint Ubin Granito ukuran 10 x 30 cm Bahan Plint Ubin Granito 10 x 30 cm 3.330 Semen Portland 1.650 Pasir Pasang 0.0032 Semen Warna 0.1000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.9000 0.090 0.0090 0.0045
1 m² Pasang Plint Ubin Teralux Kerang ukuran 10 x 40 cm Bahan Plint Ubin Teralux Kerang 10 x 40 cm 2.500 Semen Portland 1.650 Pasir Pasang 0.0032 Semen Warna 0.1000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.9000 0.090 0.0090 0.0045
1 m² Pasang Plint Ubin Teralux Kerang ukuran 10 x 30 cm Bahan Plint Ubin Teralux Kerang 10 x 30 cm 3.330 Semen Portland 1.650 Pasir Pasang 0.0032
Semen Warna
0.1000
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.9000 0.090 0.0090 0.0045
1 m² Pasang Plint Ubin Teralux Marmer ukuran 10 x 60 cm Bahan Plint Ubin Teralux Marmer 10 x 60 cm 1.700 Semen Portland 1.650 Pasir Pasang 0.0032 Semen Warna 0.1000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.9000 0.090 0.0090 0.0045
1 m² Pasang Plint Ubin Teralux Marmer ukuran 10 x 40 cm Bahan Plint Ubin Teralux Marmer 10 x 40 cm 2.500 Semen Portland 1.650 Pasir Pasang 0.0032 Semen Warna 0.1000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.9000 0.090 0.0090 0.0045
1 m² Pasang Plint Ubin Teralux Marmer ukuran 10 x 30 cm Bahan Plint Ubin Teralux Marmer 10 x 30 cm 3.330 Semen Portland 1.650 Pasir Pasang 0.0032 Semen Warna 0.1000 Tenaga Perkerja
0.9000
Tukang Batu Kepala Tukang Mandor
0.090 0.0090 0.0045
1 m² Pasang Teraso Cor ditempat Bahan Bahan Teraso Cor
0.0036
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.9000 0.090 0.0090 0.0045
1 m² Pasang Teralux Cor ditempat, tebal 3 cm Bahan Bahan Teraso Cor 0.0036 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.9000 0.090 0.0090 0.0045
1 m² Pasang Ubin Tahan Asam Bahan Ubin Tahan Asam Semen Tanam Asam Pasir Pasang
1.0500 14.1400 0.0400
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.2700 0.150 0.0150 0.0135
1 m² Pasang Lantai Keramik Artistik 10 x 20 cm Bahan Ubin Keramik Artistik 10 x 20 cm 5.0000 Semen Portland 11.3800 Pasir Pasang 0.0420 Semen Warna 1.5000
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m' Pasang Plint Keramik Artistik ukuran 10 x 20 cm Bahan Plint Keramik Artistik 10 x 20 cm 5.000 Semen Portland 1.650 Pasir Pasang 0.0032 Semen Warna 0.1000 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0900 0.090 0.0090 0.0045
1 m' Pasang Plint Keramik Artistik ukuran 10 x 10 cm Bahan Plint Keramik Artistik 10 x 10 cm 5.000 Semen Portland 1.650 Pasir Pasang 0.0032 Semen Warna 0.1200 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0900 0.090 0.0090 0.0045
1 m' Pasang Plint Keramik Artistik ukuran 5 x 20 cm Bahan Plint Keramik Artistik 5 x 20 cm 5.000 Semen Portland 0.850 Pasir Pasang 0.0022 Semen Warna 0.0800 Tenaga Perkerja Tukang Batu Kepala Tukang
0.0900 0.090 0.0090
Mandor
0.0045
1 m' Pasang Plint Vinyl tanpa adukan Bahan Lt. Vinyl Karet 30 x 30 kwl I Lem Vinyl
3.500 0.080
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0800 0.080 0.0080 0.0040
1 m² Pasang Lantai Keramik 10 x 20 cm Bahan Ubin Keramik 10 x 20 cm Semen Portland Pasir Pasang Semen Warna
50.000 11.380 0.042 1.500
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m² Pasang Lantai Keramik 15 x 15 cm Bahan Ubin Keramik 15 x 15 cm Semen Portland Pasir Pasang Semen Warna
44.000 11.380 0.042 1.500
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m² Pasang Lantai Keramik 20 x 20 cm Bahan Ubin Keramik 20 x 20 cm
25.000
Semen Portland Pasir Pasang Semen Warna
11.380 0.042 1.500
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m² Pasang Lantai Keramik 25 x 25 cm Bahan Ubin Keramik 25 x 25 cm Semen Portland Pasir Pasang Semen Warna
16.000 11.380 0.042 1.500
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m² Pasang Lantai Keramik 15 x 20 cm Bahan Ubin Keramik 15 x 20 cm Semen Portland Pasir Pasang Semen Warna
35.000 11.380 0.042 1.500
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m² Pasang Lantai Keramik 33 x 33 cm Bahan Ubin Keramik 33 x 33 cm Semen Portland Pasir Pasang Semen Warna
10.000 11.380 0.042 1.500
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m² Pasang Lantai Keramik 33 x 33 cm anti slip Bahan Ubin Keramik 33 x 33 cm anti slip 10.000 Semen Portland 11.380 Pasir Pasang 0.042 Semen Warna 1.500 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m² Pasang Lantai Keramik 10 x 33 cm Bahan Ubin Keramik 10 x 33 cm Semen Portland Pasir Pasang Semen Warna
33.000 11.380 0.042 1.500
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m² Pasang Lantai Mozaik 30 x 30 cm, ex lokal Bahan Mozaik 30 x 30 cm 12.000 Semen Portland 14.150 Pasir Pasang 0.039 Semen Warna 2.000 Tenaga Perkerja Tukang Batu Kepala Tukang
0.6200 0.350 0.0350
Mandor
0.0300
1 m² Pasang Lantai Marmer Bahan Marmer Semen Portland Pasir Pasang Semen Warna
1.052 14.150 0.039 2.000
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6200 0.350 0.0350 0.0300
1 m² Pasang Lantai Karpet 100% Wool Bahan Feltex 100% Wool - T - 21 Lem Vinyl
1.050 0.350
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.1700 0.170 0.0170 0.0085
1 m² Pasang Lantai Karpet 100% Wool, 20% Nylon Bahan Carpet 80% Wool, 20% Nylon 1.050 Lem Vinyl 0.350 Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.1700 0.170 0.0170 0.0085
1 m² Pasang Underlyer, tebal 6 mm Bahan Underlyer, tebal 6 mm / Rubber Corrugated
1.050
Tenaga Perkerja
0.1200
Tukang Batu Kepala Tukang Mandor
0.120 0.0120 0.0060
1 m² Pasang Lantai Karpet Bahan Carpet Lem Vinyl
1.050 0.350
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.1700 0.170 0.0170 0.0085
1 m² Pasang Lantai Parquet Jati Bahan Parquet Jati Lem Vinyl
1.050 0.600
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.6500 0.350 0.0350 0.0325
1 m² Pasang Dinding Porselen 11 x 11 cm, putih Bahan Porselen 11 x 11 cm putih 83.000 Semen Abu -abu 9.300 Pasir Pasang 0.018 Semen Warna 1.500 Tenaga Perkerja 0.6200 Tukang Batu 0.500 Kepala Tukang 0.0500 Mandor 0.0300 1 m² Pasang Dinding Porselen 11 x 11 cm, warna Bahan Porselen 11 x 11 cm warna 83.000 Semen Abu -abu 9.300
Pasir Pasang Semen Warna Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.018 1.500 0.6200 0.500 0.0500 0.0300
1 m² Pasang Dinding Porselen 15 x 15 cm, putih Bahan Porselen 15 x 15 cm putih 45.000 Semen Abu -abu 9.300 Pasir Pasang 0.018 Semen Warna 1.500 Tenaga Perkerja 0.6000 Tukang Batu 0.450 Kepala Tukang 0.0450 Mandor 0.0300 1 m² Pasang Dinding Porselen 15 x 15 cm, warna Bahan Porselen 15 x 15 cm warna 45.000 Semen Abu -abu 9.300 Pasir Pasang 0.018 Semen Warna 1.500 Tenaga Perkerja 0.6000 Tukang Batu 0.450 Kepala Tukang 0.0450 Mandor 0.0300 1 m² Pasang Dinding Porselen 10 x 20 cm, warna Bahan Porselen 10 x 20 cm warna 50.000 Semen Abu -abu 9.300 Pasir Pasang 0.018 Semen Warna 1.500 Tenaga Perkerja 0.6000 Tukang Batu 0.450 Kepala Tukang 0.0450 Mandor 0.0300
1 m² Pasang Dinding Porselen 20 x 20 cm, warna Bahan Porselen 20 x 20 cm warna 25.000 Semen Abu -abu 9.300 Pasir Pasang 0.018 Semen Warna 1.500 Tenaga Perkerja 0.6000 Tukang Batu 0.450 Kepala Tukang 0.0450 Mandor 0.0300 1 m² Pasang Dinding Keramik Artistik 10 x 20 cm, warna Bahan Keramik Artistik 10 x 20 cm 100.000 Semen Abu -abu 9.300 Pasir Pasang 0.018 Semen Warna 1.500 Tenaga Perkerja 0.6000 Tukang Batu 0.450 Kepala Tukang 0.0450 Mandor 0.0300 1 m² Pasang Dinding Keramik Artistik 5 x 20 cm, warna Bahan Keramik Artistik 5 x 20 cm 100.000 Semen Abu -abu 9.300 Pasir Pasang 0.018 Semen Warna 1.500 Tenaga Perkerja 0.6000 Tukang Batu 0.450 Kepala Tukang 0.0450 Mandor 0.0300 1 m² Pasang Dinding Keramik 10 x 20 cm Bahan Keramik 10 x 20 cm Semen Abu -abu Pasir Pasang Semen Warna
50.000 9.300 0.018 1.500
Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Pasang Dinding Keramik 15 x 15 cm Bahan Keramik 15 x 15 cm Semen Abu -abu Pasir Pasang Semen Warna Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Pasang Dinding Keramik 20 x 20 cm Bahan Keramik 20 x 20 cm Semen Abu -abu Pasir Pasang Semen Warna Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Pasang Dinding Keramik 10 x 20 cm Bahan Keramik 10 x 20 cm Semen Abu -abu Pasir Pasang Semen Warna Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Pasang Dinding Marmer
0.6000 0.450 0.0450 0.0300
45.000 9.300 0.018 1.500 0.6000 0.450 0.0450 0.0300
25.000 9.300 0.018 1.500 0.6000 0.100 0.0450 0.0300
50.000 9.300 0.018 1.500 0.6000 0.125 0.0125 0.0300
Bahan Marmer Semen Abu -abu Pasir Pasang Semen Warna Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
1.020 12.440 0.025 1.500 0.7200 0.650 0.0650 0.0350
1 m² Pasang Dinding Bata Klinker 5 x 5 x 24 cm Bahan Bata Pelapis Klinker 80.000 Semen Abu -abu 12.440 Pasir Pasang 0.025 Tenaga Perkerja 0.6200 Tukang Batu 0.350 Kepala Tukang 0.0350 Mandor 0.0300 1 m² Pasang Dinding Batu Paros Bahan Batu Paros Semen Abu -abu Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Pasang Dinding Batu Tempel Hitam Bahan Batu Tempel Hitam Semen Abu -abu Pasir Pasang Tenaga Perkerja Tukang Batu Kepala Tukang
1.050 11.750 0.035 0.6200 0.350 0.0350 0.0300
1.050 11.750 0.035 0.6200 0.350 0.0350
Mandor 1 m² Pasang Lantai Vinyl Karet 30 x 30 cm KL I Bahan Vinyl Karet 30 x 30 cm KL I Lem Vinyl Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Pasang Lantai Vinyl Karet 30 x 30 cm KL II Bahan Vinyl Karet 30 x 30 cm KL II Lem Vinyl Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Pasang Lantai Vinyl Asbes 30 x 30 cm Bahan Vinyl Asbes 30 x 30 cm Lem Vinyl Tenaga Perkerja Tukang Batu Kepala Tukang Mandor
0.0300
11.050 0.350 0.1500 0.150 0.0150 0.0075
11.050 0.350 0.1500 0.150 0.0150 0.0075
11.050 0.350 0.1500 0.150 0.0150 0.0075
1 m² Pasang Lantai Vinyl Motif Kembang 30 x 30 cm Bahan Vinyl Motif Kembang ex DN 11.050 Lem Vinyl 0.350 Tenaga Perkerja 0.1500 Tukang Batu 0.150 Kepala Tukang 0.0150 Mandor 0.0075 1 m² Pasang Wall Covering lebar 50 cm
Bahan Vinyl Wall Covering lebar 50 cm Lem Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Floor Hardener Ferrovax Bahan Floor Hardener Ferrovax Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Floor Hardener Mastercron Bahan Floor Hardener Ferrovax Tenaga Perkerja Tukang Batu Kepala Tukang Mandor 1 m² Plint Kayu 2 x 10 cm Bahan Papan Kayu Jati Paku Skrup 3.5" Tenaga Perkerja Tukang Kayu Kepala Tukang Mandor VI
1.100 0.250 0.7500 0.170 0.0170 0.0085
3.000 0.1200 0.120 0.0120 0.0060
5.000 0.1200 0.120 0.0120 0.0060
0.002 0.050 0.1200 0.120 0.0120 0.0060
PEKERJAAN PENGECATAN 1 m² Mengikis / Mengerok Permukaan Cat Tembok Lama Bahan Soda Api 0.050 Tenaga Perkerja 0.1500
Tukang Cat Kepala Tukang Mandor
0.0025
1 m² Mencuci Bidang Permukaan Tembok yang Pernah dicat Bahan Sabun 0.050 Tenaga Perkerja 0.1500 Tukang Cat Kepala Tukang Mandor 0.0025 1 m² Mengerok Karat Cat Lama Permukaan Baja dengan Cara Manual Bahan Sabun 0.050 Tenaga Perkerja 0.1500 Tukang Cat Kepala Tukang Mandor 0.0025 1 m² Menyabun Permukaan Tembok Lama Bahan Sabun Tenaga Perkerja Tukang Cat Kepala Tukang Mandor
0.050 0.1500 0.0025
1 m² Mengerok Karat atau Cat Lama Permukaan Baja dgn Pancar Pasir ( Bahan Pasir Silika 40.000 BBM 10.000 Peralatan Kompresor, Blasting Pot , Selang Dan Nozzle sewa / Hr Tenaga Perkerja 1.6000 Tukang Cat 1.600 Kepala Tukang 0.8000 Mandor 0.5000
1 m² Mendempul dan Menggosok Kayu Bahan Dempul Jadi Minyak Cat Batu Apung Tenaga Perkerja Tukang Cat Kepala Tukang Mandor 1 m² Mengecatan Bidang Kayu Lama Bahan Plamir Cat Dasar Cat Penutup Tenaga Perkerja Tukang Cat Kepala Tukang Mandor
0.080 0.020 0.010 0.0400 0.040 0.0040 0.0025
0.150 0.170 0.170 0.0700 0.075 0.0075 0.0025
1 m² Mengecatan Bidang Kayu Baru ( 1 Lapis Plamir ), 1 Lapis Cat Dasar, Bahan Cat Meni 0.200 Plamir 0.150 Cat Dasar 0.170 Cat Kayu glotek 0.260 Tenaga Perkerja Tukang Cat Kepala Tukang Mandor
0.0700 0.009 0.0060 0.0025
1 m² Mengecatan Bidang Kayu Baru ( 1 Lapis Plamir ), 1 Lapis Cat Dasar, Bahan Cat Meni 0.200 Plamir 0.150 Cat Dasar 0.170 Cat Kayu glotek 0.350 Tenaga
Perkerja Tukang Cat Kepala Tukang Mandor
0.0700 0.105 0.0040 0.0025
1 m² Mengecatan Bidang Kayu Baru ( 1 Lapis Plamir ), 1 Lapis Cat Dasar, Bahan Cat Meni 0.200 Plamir 0.150 Cat Dasar 0.170 Cat Kayu glotek 0.350 Tenaga Perkerja Tukang Cat Kepala Tukang Mandor 1 m² Pelaburan Bidang Kayu dengan Teak Oil Bahan Teak Oil Tenaga Perkerja Tukang Cat Kepala Tukang Mandor 1 m² Pelaburan Bidang Kayu dengan Pelitur Bahan Pelitur Pelitur Jadi Ampelas Tenaga Perkerja Tukang Cat Kepala Tukang Mandor
0.0700 0.105 0.0040 0.0025
0.360 0.0400 0.063 0.0630 0.0025
0.150 0.372 2.000 0.0400 0.063 0.0630 0.0025
1 m² Pelaburan Bidang Kayu dengan Cat Residu dan Ter Bahan Residu atau Ter 0.350 Tenaga Perkerja 0.1000
Tukang Cat Kepala Tukang Mandor 1 m² Pelaburan Bidang Kayu dengan Vernis Bahan Vernis Dempul Ampelas Kuas Tenaga Perkerja Tukang Cat Kepala Tukang Mandor
0.0060
0.150 0.050 0.100 0.010 0.1600 0.160 0.0160 0.0025
1 m² Pengecatan Tembok Baru ( 1 Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat P Bahan Plamir 0.100 Cat Dasar 0.100 Cat Tembok vinilex 0.260 Tenaga Perkerja 0.0200 Tukang Cat 0.063 Kepala Tukang 0.0063 Mandor 0.0025 1 m² Melabur Tembok dengan Kapur Sirih Bahan Ampelas Alang - alang Perancah Kayu Kapur Sirih Tenaga Perkerja Tukang Cat Kepala Tukang Mandor
0.100 0.250 0.002 0.150 0.1500 0.001 0.0001 0.0025
1 m² Melabur Tembok Lama dengan Kapur Sirih ( untuk pemeliharaan ) Bahan Perancah Kayu 0.002 Kapur Sirih 0.300
Tenaga Perkerja Tukang Cat Kepala Tukang Mandor 1 m² Pemasangan Wall Paper Bahan Wall Paper Perekat Tenaga Perkerja Tukang Cat Kepala Tukang Mandor
0.0400 0.005 0.0005 0.0025
1.200 0.200 0.0200 0.200 0.0020 0.0025
1 m² Pengecatan Permukaan Baja dengan Meni Besi Bahan Meni Besi 0.100 Kuas 0.010 Tenaga Perkerja 0.0200 Tukang Cat 0.200 Kepala Tukang 0.0200 Mandor 0.0100 1 m² Pengecatan Permukaan Baja dengan Meni Besi dan Perancah Bahan Meni Besi 0.100 Kuas 0.010 Perancah Kayu 0.002 Tenaga Perkerja 0.2500 Tukang Cat 0.225 Kepala Tukang 0.0225 Mandor 0.0075
1 m² Pengecatan Permukaan Baja Lapis Seng ( Galbani ) secara Manual S Bahan Meni ( Read Lead ) A 0.100 Meni ( Read Lead ) B 0.100 Alluminium C 0.040 Alluminium B 0.040
Pengencer Perancah Kayu Tenaga Perkerja Tukang Cat Kepala Tukang Mandor
0.010 0.002 0.0060 0.006 0.0225 0.0075
1 m² Pengecatan Permukaan Baja Lapis Seng ( Galbani ) secara Manual S Bahan Meni Besi 0.300 Tenaga Perkerja 0.0060 Tukang Cat 0.060 Kepala Tukang 0.0120 Mandor 0.0060
1 m² Pengecatan Permukaan Baja Lapis Seng ( Galbani ) secara Manual S Bahan Cat Dasar 0.110 Cat Antara 0.170 Cat Penutup 0.080 Tenaga Perkerja 0.5000 Tukang Cat 0.800 Kepala Tukang 0.3000 Mandor 0.2000 1 m² Pengecatan Permukaan Baja Lapis Seng ( Galbani ) secara Semprot Bahan Cat Dasar 0.300 Tenaga Perkerja 0.4000 Tukang Cat 0.700 Kepala Tukang 0.2000 Mandor 0.2000
SAT D
HARGA SAT matrial E
HARGA SAT upah F
JUMLAH matrial
JUMLAH upah
TOTAL harga
G=(CXE)
H = (C X F )
I=(G+H)
0.00 btg Kg m3 m3 m3 Kg Lt
Rp Rp Rp Rp Rp Rp Rp
-
Oh Oh Oh Oh
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp
65,734.00 55,798.00 75,671.00 85,607.00
-
Oh Oh Oh Oh
Rp 13,146.80 Rp 22,319.20 Rp 1,513.42 Rp 1,712.14
Rp Rp Rp Rp
Rp Rp Rp
-
38,691.56
38,691.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00 65,734.00 55,798.00 75,671.00 85,607.00
Rp 13,146.80 Rp 22,319.20 Rp 1,513.42 Rp 1,712.14 0.00
btg Kg Kg
38,691.56
-
0.00 btg Kg m3 m3 m3 Kg Lt
38,691.56
0.00 0.00 0.00
33,111.76
33,111.76
m3 m3 Kg
Rp Rp Rp
-
Oh Oh Oh Oh
0.00 0.00 0.00 Rp Rp Rp Rp
65,734.00 55,798.00 75,671.00 85,607.00
sangan Bowplank m3 Kg m3
13,147 16,739 1,513 1,712 0.00
Rp Rp Rp
-
Oh Oh Oh Oh
Rp Rp Rp Rp
Oh Oh Oh Oh Oh
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
13,337.95
0.00 0.00 0.00 65,734.00 55,798.00 75,671.00 85,607.00
6,573 5,580 757 428 0.00
btg m3 Kg Kg Kg m3 m3 m3 bh lbr bh m2 bh lbr
13,337.95
-
0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rp Rp Rp Rp Rp
-
-
0.00
0.00 btg m3 Kg Kg m3 m3 lbr
Rp Rp Rp Rp Rp Rp Rp
-
Oh Oh Oh Oh
Rp Rp Rp Rp
Rp Rp Rp Rp
-
-
Oh Oh Oh Oh
-
-
27,500.00 55,000.00
5,500.00
5,500.00
2,750 2,750 547,485.00
8,800.00 1,815,000.00 34,100.00 1,100.00 215,000.00 275,000.00 60,500.00 42,900.00
0.00
0.00
btg m3 Kg Kg m3 m3 lbr lbr
0.00
0.00 0.00 0.00 0.00 Rp Rp Rp Rp
Oh Oh
0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 btg m3 Kg lbr
0.00
11,000.00 337,590.00 10,230.00 19,800.00 6,450.00 13,750.00 90,750.00 57,915.00
116,050.00
663,535.00
Oh Oh Oh Oh
38,500.00 27,500.00 44,000.00 55,000.00
77,000 27,500 8,800 2,750 2,331,670.00
m3 Kg btg
1,540,000.00 34,100.00 2,035,000.00
Oh Oh
38,500.00 55,000.00
77,000 2,750 17,600.00
13,200.00 17,600.00
Oh Oh Oh Oh
Oh Oh
38,500.00 27,500.00 44,000.00 55,000.00
209,000.00 242,000.00 215,000.00
30,250.00
85,530.00
31,350.00 21,780.00 2,150.00 27,500.00 55,000.00
27,500 2,750
27,500.00 55,000.00
27,500.00 55,000.00
201,657.50
201,657.50
183,343 18,315 0.00
Oh Oh
133,650.00
77,000 27,500 8,800 2,750
0.00 Oh Oh
116,050.00
13,200.00 4,400.00
55,280.00 m3 m3 m3
2,411,420.00
286,440.00 10,230.00 2,035,000.00
50 x 20 ) cm btg Kg
79,750.00
185,157.50 183,343 1,815
185,157.50
0.00 Oh Oh Oh Oh
27,500.00 33,000.00 44,000.00 55,000.00
27,500.00 33,000.00 44,000.00 55,000.00
27,500.00 33,000.00 44,000.00 55,000.00
27,500.00 33,000.00 44,000.00 55,000.00
27,500.00 33,000.00 44,000.00 55,000.00
27,500.00 33,000.00 44,000.00 55,000.00
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
34,375 #VALUE! #VALUE! 6,875 0.00
Oh Oh Oh Oh
#VALUE!
17,188 #VALUE! #VALUE! 3,410 0.00
Oh Oh Oh Oh
17,297.50
20,213 #VALUE! #VALUE! 4,015 0.00
Oh Oh Oh Oh
17,297.50 14,438 2,860
0.00 Oh Oh Oh Oh
13,200.00
11,000 2,200 0.00
Oh Oh Oh Oh
13,200.00
#VALUE! 22,633 #VALUE! #VALUE! 4,565
#VALUE!
0.00 Oh Oh Oh Oh
27,500.00 33,000.00 44,000.00 55,000.00
27,500.00 33,000.00 44,000.00 55,000.00
27,500.00 33,000.00 44,000.00 55,000.00
27,500.00 33,000.00 44,000.00 55,000.00
88,000.00
Oh Oh Oh Oh
Oh Oh
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
105,600.00 27,500.00 33,000.00 44,000.00 55,000.00
8,250 #VALUE! #VALUE! 550 19,800.00
m3
#VALUE!
13,750 #VALUE! #VALUE! 2,750 105,600.00
m3
#VALUE!
5,280 #VALUE! #VALUE! 1,045 0.00
Oh Oh Oh Oh
#VALUE! 5,280 #VALUE! #VALUE! 2,750
0.00 Oh Oh Oh Oh
#VALUE!
1,375 #VALUE! #VALUE! 275 0.00
Oh Oh Oh Oh
#VALUE!
16,500.00
#VALUE!
19,800.00 27,500.00 33,000.00
4,125 #VALUE!
#VALUE!
Oh Oh
44,000.00 55,000.00
m, Beton Bertulang m3 m3 m3 Kg Kg Kg m3 Kg lt Kg
#VALUE! 825
1,231,009.50 35,750.00 215,000.00 275,000.00 1,100.00 16,000.00 21,450.00 2,035,000.00 34,100.00 4,950.00 19,800.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
192,500.00 1,100.00 215,000.00
Oh Oh Oh Oh
22,000 17,875 2,200 2,200
Oh Oh Oh Oh
69,465.00
779,925.00
211,750.00 431,200.00 67,510.00 27,500.00 35,750.00 44,000.00 55,000.00
41,250 21,450 2,640 4,125 478,310.00
m3 Kg m3
1,275,284.50
572.00 17,200.00 34,375.00 53,900.00 552,000.00 15,015.00 549,450.00 4,092.00 445.50 3,960.00
710,460.00 m3 Kg m3
44,275.00
192,500.00 1,100.00 215,000.00
69,465.00
211,750.00 149,600.00 116,960.00 27,500.00 35,750.00 44,000.00 55,000.00
41,250 21,450 2,640 4,125
547,775.00
140,510.00 bh Kg m3
605.00 1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
605.00 1,100.00 215,000.00
Oh Oh Oh Oh
17,875 7,150 880 1,650
27,500.00 35,750.00 44,000.00 55,000.00
605.00 1,100.00 215,000.00
Oh Oh Oh Oh
Oh Oh
158,605.00
17,875 7,150 880 1,650 13,640.00
80,397.00
42,350.00 15,807.00 8,600.00 27,500.00 35,750.00 44,000.00 55,000.00
8,800 3,575 440 825 62,673.00
bh Kg m3
27,555.00
84,700.00 24,420.00 21,930.00
66,757.00 bh Kg m3
168,065.00
84,700.00 36,245.00 19,565.00
131,050.00 bh Kg m3
27,555.00
605.00 1,100.00 215,000.00
13,640.00
42,350.00 10,648.00 9,675.00 27,500.00 35,750.00
8,800 3,575
76,313.00
Oh Oh
44,000.00 55,000.00
440 825
11,213.00 Kg m3
1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
Oh Oh Oh Oh
5,500 5,363 660 550
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 176,000.00 215,000.00
Oh Oh Oh Oh
Oh Oh
21,554.50
5,500 5,363 660 550 12,072.50
20,147.50
4,752.00 528.00 2,795.00 27,500.00 35,750.00 44,000.00 55,000.00
5,500 5,363 660 550 6,090.00
Kg m3 m3
12,072.50
4,752.00 4,730.00
8,075.00 Kg m3 m3
23,285.50
7,128.00 4,085.00
9,482.00 Kg m3
12,072.50
1,100.00 176,000.00 215,000.00
12,072.50
2,024.00 1,056.00 3,010.00 27,500.00 35,750.00
5,500 5,363
18,162.50
Oh Oh
44,000.00 55,000.00
660 550 8,265.00
Kg m3 m3
1,100.00 176,000.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,210.00 176,000.00 215,000.00
Oh Oh Oh Oh
5,500 5,363 660 550
27,500.00 35,750.00 44,000.00 55,000.00
1,210.00 176,000.00 215,000.00
Oh Oh Oh Oh
Oh Oh
15,602.39
5,500 5,363 660 550 12,072.50
16,537.97
8.47 1,232.00 3,225.00 27,500.00 35,750.00 44,000.00 55,000.00
5,500 5,363 660 550 20,653.00
Kg m3
12,072.50
10.89 1,584.00 1,935.00
4,465.47 Kg m3 m3
20,337.50
3,300.00 880.00 4,085.00
3,529.89 Kg m3 m3
12,072.50
1,100.00 215,000.00
15,592.50
15,708.00 4,945.00 27,500.00 35,750.00
6,875 7,150
36,245.50
Oh Oh
44,000.00 55,000.00
880 688 17,470.00
Kg m3
1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
Oh Oh Oh Oh
6,875 7,150 880 688
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
Oh Oh Oh Oh
Oh Oh Oh Oh
31,160.50
6,875 7,150 880 688 15,592.50
29,631.50
8,019.00 6,020.00 27,500.00 35,750.00 44,000.00 55,000.00
6,875 7,150 880 688 13,314.00
Kg m3
15,592.50
9,548.00 6,020.00
14,039.00 Kg m3
33,062.50
11,880.00 5,590.00
15,568.00 Kg m3
15,592.50
1,100.00 215,000.00
15,592.50
6,864.00 6,450.00 27,500.00 35,750.00 44,000.00 55,000.00
6,875 7,150 880 688
28,906.50
5,464.89 Kg m3 m3
1,210.00 176,000.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
Oh Oh Oh Oh
6,875 7,150 880 688
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
Oh Oh Oh Oh
Oh Oh Oh Oh
36,840.00
8,250 7,150 880 715 16,995.00
37,445.00
12,925.00 7,525.00 27,500.00 35,750.00 44,000.00 55,000.00
8,250 7,150 880 715 18,598.00
Kg m3
16,995.00
17,050.00 2,795.00
20,450.00 Kg m3
21,057.39
10.89 1,584.00 3,870.00
19,845.00 Kg m3
15,592.50
1,100.00 215,000.00
16,995.00
35,593.00
10,428.00 8,170.00 27,500.00 35,750.00 44,000.00 55,000.00
8,250 7,150 880 715 17,119.00
16,995.00
34,114.00
Kg m3
1,100.00 215,000.00
Oh Oh Oh Oh
8,734.00 8,385.00 27,500.00 35,750.00 44,000.00 55,000.00
8,250 7,150 880 715 28,040.00
Kg m3
1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
Oh Oh Oh Oh
8,800 8,938 1,100 825
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
Oh Oh Oh Oh
19,662.50
41,210.50
12,518.00 9,030.00 27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
43,612.50
8,800 8,938 1,100 825
8,800 8,938 1,100 825 18,684.00
Kg m3
19,662.50
15,565.00 8,385.00
21,548.00 Kg m3
47,702.50
20,515.00 7,525.00
23,950.00 Kg m3
19,662.50
9,009.00 9,675.00
19,662.50
38,346.50
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
8,800 8,938 1,100 825 12,292.00
Kg m3
1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
Oh Oh Oh Oh
4,125 2,503 308 440
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
Oh Oh Oh Oh
Oh Oh Oh
18,557.50
4,125 2,503 308 440 15,895.00
29,995.00
10,230.00 3,870.00 27,500.00 35,750.00 44,000.00 55,000.00
7,150 7,150 880 715 12,292.00
Kg m3
7,375.50
6,237.00 4,945.00
14,100.00 Kg m3
19,667.50
7,777.00 4,515.00
11,182.00 Kg m3
7,375.50
1,100.00 215,000.00
15,895.00
7,777.00 4,515.00 27,500.00 35,750.00 44,000.00
7,150 7,150 880
28,187.00
Oh
55,000.00
715 980.00
Kg m3
1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,568 1,359 1,672 110 330,190.08
1,320.00 22,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,320.00 17,600.00
Oh Oh Oh Oh
21,780.00
224,760.80
580.80 202,400.00 27,500.00 35,750.00 44,000.00 55,000.00
12,375 7,150 880 1,375 8,192.00
Kg m3
332,643.08
1,375 715 88 275 202,980.80
Oh Oh Oh Oh
2,453.00
190.08 330,000.00
eraso, tebal 10 mm Kg Kg
5,688.00
550.00 430.00
to, tebal 10 mm Kg Kg
4,708.00
1,100.00 215,000.00
11,715.00
19,907.00
4,752.00 3,440.00 27,500.00 35,750.00 44,000.00 55,000.00
6,875 3,575 440 825 8,192.00
7,375.50
15,567.50
Kg m3
1,100.00 215,000.00
Oh Oh Oh Oh
4,752.00 3,440.00 27,500.00 35,750.00 44,000.00 55,000.00
4,125 2,503 308 440 59,260.00
Kg Kg m3
1,100.00 19,800.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
org org org org
8,250 7,150 880 825
org org org org
12,519.38
26,909.38
6,188 5,452 440 440
0.00 0.00 0.00 0.00
12,519.38
24,479.38
6,188 5,452 440 440
0.00 0.00 0.00 0.00
8,800.00 5,590.00 27,500.00 35,750.00 44,000.00 55,000.00 11,960.00
kg m3
76,365.00
550.00 57,420.00 1,290.00
14,390.00 kg m3
17,105.00
1,100.00 215,000.00
5,940.00 6,020.00 27,500.00 35,750.00 44,000.00 55,000.00
30,250,000.00
1,039,500.00 31,289,500.00
m3
27,500,000.00
Oh Oh Oh Oh
30,250,000.00 27,500.00 38,500.00 44,000.00 55,000.00
165,000 770,000 88,000 16,500 2,178,000.00
m3
1,815,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00
Oh Oh Oh Oh
165,000 693,000 88,000 16,500
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00 34,100.00
Oh Oh Oh Oh
Oh Oh Oh
3,404,500.00
165,000 693,000 88,000 16,500 55,660.00
130,625.00
73,260.00 1,705.00 27,500.00 38,500.00 44,000.00 55,000.00
9,625 40,425 4,620 990 74,965.00
m3 Kg
962,500.00
2,442,000.00
74,965.00 m3 Kg
3,140,500.00
2,178,000.00
2,442,000.00 m3
962,500.00
2,035,000.00 34,100.00
55,660.00
73,260.00 1,705.00 27,500.00 38,500.00 44,000.00
9,625 40,425 4,620
130,625.00
Oh
55,000.00
990 1,375,000.00
m3
27,500,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00
Oh Oh Oh Oh
27,500 96,250 11,000 2,750
27,500.00 38,500.00 44,000.00 55,000.00
27,500,000.00
Oh Oh Oh Oh
Oh
1,072,500.00
22,000 77,000 8,800 2,200
2,035,000.00
110,000.00
181,225.00
71,225.00 27,500.00 38,500.00 44,000.00 55,000.00
22,000 77,000 8,800 2,200 71,225.00
m3
110,000.00
962,500.00 27,500.00 38,500.00 44,000.00 55,000.00
Oh Oh Oh Oh
218,900.00
27,500 96,250 11,000 2,750
71,225.00 m3
137,500.00
81,400.00
962,500.00 m3
1,512,500.00
1,375,000.00
81,400.00 m3
137,500.00
2,035,000.00
110,000.00
71,225.00 27,500.00
22,000
181,225.00
Oh Oh Oh
38,500.00 44,000.00 55,000.00
77,000 8,800 2,200 130,240.00
m3
2,035,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00
Oh Oh Oh Oh
27,500 115,500 13,200 16,500
27,500.00 38,500.00 44,000.00 55,000.00
27,500,000.00 34,100.00 9,900.00 42,900.00
Oh Oh Oh Oh
27,500 115,500 13,200 27,500
27,500.00 38,500.00 44,000.00 55,000.00
103,950.00
689,843.00
16,500 77,000 8,800 1,650 585,893.00
Oh Oh
313,940.00
539,000.00 1,023.00 2,970.00 42,900.00
ayu Kamper m3 Kg Lt Lbr
183,700.00
130,240.00
585,893.00 m3 Kg Lt Lbr
302,940.00
130,240.00
130,240.00 m3
172,700.00
27,500,000.00 34,100.00 9,900.00 42,900.00
103,950.00
539,000.00 1,023.00 2,970.00 42,900.00 27,500.00 38,500.00
16,500 77,000
689,843.00
Oh Oh
44,000.00 55,000.00
8,800 1,650 1,655,115.00
m3 Kg
27,500,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
27,500,000.00 34,100.00
Oh Oh Oh Oh
13,750 77,000 8,800 1,375
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00 34,100.00 9,900.00 42,900.00
Oh
103,950.00
190,729.00
39,886.00 1,023.00 2,970.00 42,900.00 27,500.00 38,500.00 44,000.00 55,000.00
16,500 77,000 8,800 1,650 595,100.00
m3 Kg Lt lbr
1,756,040.00
13,750 77,000 8,800 1,375 86,779.00
Oh Oh Oh Oh
100,925.00
1,650,000.00 5,115.00
Kayu Borneo m3 Kg Lt lbr
1,756,040.00
1,650,000.00 5,115.00
1,655,115.00 m3 Kg
100,925.00
27,500,000.00 34,100.00 9,900.00 42,900.00
103,950.00
539,000.00 10,230.00 2,970.00 42,900.00 27,500.00
16,500
699,050.00
Oh Oh Oh
38,500.00 44,000.00 55,000.00
a Kayu Kamper
595,100.00 m3 Kg Lt lbr
27,500,000.00 34,100.00 9,900.00 42,900.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
27,500,000.00 34,100.00 9,900.00 42,900.00 66,000.00
Oh Oh Oh Oh
Oh Oh Oh Oh
131,450.00
764,500.00
539,000.00 10,230.00 7,920.00 42,900.00 33,000.00 27,500.00 38,500.00 44,000.00 55,000.00
22,000 96,250 11,000 2,200 133,936.00
m3 Kg Lt lbr lbr
699,050.00
16,500 77,000 8,800 1,650 633,050.00
m3 Kg Lt lbr lbr
103,950.00
539,000.00 10,230.00 2,970.00 42,900.00
a Kayu Kamper
ka Kayu Jati
77,000 8,800 1,650
2,035,000.00 34,100.00 9,900.00 42,900.00 66,000.00
131,450.00
265,386.00
39,886.00 10,230.00 7,920.00 42,900.00 33,000.00 27,500.00 38,500.00 44,000.00 55,000.00
22,000 96,250 11,000 2,200 633,050.00
131,450.00
764,500.00
m3 Kg Lt lbr lbr
27,500,000.00 34,100.00 9,900.00 42,900.00 66,000.00
Oh Oh Oh Oh
539,000.00 10,230.00 7,920.00 42,900.00 33,000.00 27,500.00 38,500.00 44,000.00 55,000.00
ka Kayu Kamper ( divernis ) m3 Kg Lt lbr lbr
611,600.00
27,500,000.00 34,100.00 9,900.00 42,900.00 66,000.00
Oh Oh Oh Oh
22,000 96,250 11,000 2,200
27,500.00 38,500.00 44,000.00 55,000.00
27,500,000.00 34,100.00 9,900.00 42,900.00 66,000.00
Oh Oh Oh Oh
22,000 96,250 11,000 2,200
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00 34,100.00 9,900.00
141,790.00
811,800.00
539,000.00 10,230.00 11,880.00 42,900.00 66,000.00 27,500 100,100 11,440 2,750 170,896.00
m3 Kg Lt
743,050.00
539,000.00 10,230.00 7,920.00 21,450.00 33,000.00
670,010.00 m3 Kg Lt lbr lbr
131,450.00
39,886.00 10,230.00 11,880.00
141,790.00
312,686.00
lbr lbr
42,900.00 66,000.00
Oh Oh Oh Oh
42,900.00 66,000.00 27,500.00 38,500.00 44,000.00 55,000.00
27,500 100,100 11,440 2,750 30,450,530.00
m3 Kg
27,500,000.00 11,550.00 34,100.00
Oh Oh Oh Oh
30,250,000.00 173,250.00 27,280.00 27,500.00 38,500.00 44,000.00 55,000.00
110,000 462,000 52,800 11,000 2,015,530.00
m3 Kg Kg
1,650,000.00 11,550.00 34,100.00
Oh Oh Oh Oh
Oh Oh Oh Oh
635,800.00
2,651,330.00
1,815,000.00 173,250.00 27,280.00 27,500.00 38,500.00 44,000.00 55,000.00
110,000 462,000 52,800 11,000 1,960,530.00
m3 Kg Kg
635,800.00 31,086,330.00
1,600,000.00 11,550.00 34,100.00
635,800.00
2,596,330.00
1,760,000.00 173,250.00 27,280.00 27,500.00 38,500.00 44,000.00 55,000.00
110,000 462,000 52,800 11,000 1,834,030.00
635,800.00
2,469,830.00
m3 Kg Kg
1,485,000.00 11,550.00 34,100.00
Oh Oh Oh Oh
1,633,500.00 173,250.00 27,280.00 27,500.00 38,500.00 44,000.00 55,000.00
110,000 462,000 52,800 11,000 24,915.00
m3 Kg
1,650,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
1,600,000.00 34,100.00
Oh Oh Oh Oh
2,750 3,850 440 275
27,500.00 38,500.00 44,000.00 55,000.00
27,500,000.00 34,100.00
Oh Oh Oh Oh
7,315.00
397,430.00
385,000.00 5,115.00 27,500.00 38,500.00 44,000.00 55,000.00
1,650,000.00 34,100.00
31,630.00
2,750 3,850 440 275
2,750 3,850 440 275 28,215.00
m3 Kg
7,315.00
19,200.00 5,115.00
390,115.00 m3 Kg
32,230.00
19,800.00 5,115.00
24,315.00 m3 Kg
7,315.00
23,100.00 5,115.00
7,315.00
35,530.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
2,750 3,850 440 275 27,515.00
m3 Kg
1,600,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
1,650,000.00 34,100.00
Oh Oh Oh Oh
2,750 3,850 440 275
27,500.00 38,500.00 44,000.00 55,000.00
1,650,000.00 34,100.00
Oh Oh Oh Oh
Oh Oh
287,848.00
3,300 4,620 528 330 8,778.00
287,848.00
272,250.00 6,820.00 27,500.00 38,500.00 44,000.00 55,000.00
3,300 4,620 528 330 333,410.00
m3 Kg
8,778.00
272,250.00 6,820.00
279,070.00 m3 Kg
34,830.00
22,400.00 5,115.00
279,070.00 m3 Kg
7,315.00
27,500,000.00 34,100.00
18,975.00
330,000.00 3,410.00 27,500.00 38,500.00
4,125 9,625
352,385.00
Oh Oh
44,000.00 55,000.00
1,100 4,125 16,357.00
m3 Kg
2,035,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
2,750 7,700 1,100 275 23,210.00
1,650,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
1,650,000.00 34,100.00
Oh Oh Oh Oh
18,975.00
42,185.00
19,800.00 3,410.00 27,500.00 38,500.00 44,000.00 55,000.00
4,125 9,625 1,100 4,125 637,615.00
m3 Kg
42,185.00
4,125 9,625 1,100 4,125 23,210.00
Oh Oh Oh Oh
18,975.00
19,800.00 3,410.00
Kayu Borneo m3 Kg
28,182.00
14,652.00 1,705.00
Kayu Kamper m3 Kg
11,825.00
27,500,000.00 34,100.00
18,920.00
632,500.00 5,115.00 27,500.00 38,500.00 44,000.00 55,000.00
5,500 11,550 1,320 550
656,535.00
m Kayu Kamper
43,065.00 m3 Kg
1,650,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
5,500 11,550 1,320 550 41,915.00
1,600,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
27,500,000.00 34,100.00
Oh Oh Oh Oh
5,500 11,550 1,320 550
27,500.00 38,500.00 44,000.00 55,000.00
1,650,000.00 34,100.00
1,600,000.00
22,577.50
73,947.50
6,875 13,475 1,540 688 50,020.00
m3
771,897.50
44,550.00 6,820.00 27,500.00 38,500.00 44,000.00 55,000.00
m Kayu Borneo
22,577.50
6,875 13,475 1,540 688 51,370.00
Oh Oh Oh Oh
60,835.00
742,500.00 6,820.00
m Kayu Kamper m3 Kg
18,920.00
36,800.00 5,115.00
749,320.00 m3 Kg
61,985.00
37,950.00 5,115.00
m Kayu Borneo m3 Kg
18,920.00
43,200.00
22,577.50
72,597.50
Kg
34,100.00
Oh Oh Oh Oh
6,820.00 27,500.00 38,500.00 44,000.00 55,000.00
6,875 13,475 1,540 688 199,705.00
m3 Kg
27,500,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00 34,100.00
Oh Oh Oh Oh
2,750 7,700 1,100 275
27,500.00 38,500.00 44,000.00 55,000.00
27,500,000.00 34,100.00
Oh Oh Oh Oh
Oh
28,182.00
2,750 7,700 1,100 275 12,738.00
316,943.00
302,500.00 1,705.00 27,500.00 38,500.00 44,000.00 55,000.00
3,025 8,470 968 275 24,090.00
m3 Kg
11,825.00
14,652.00 1,705.00
304,205.00 m3 Kg
211,530.00
198,000.00 1,705.00
16,357.00 m3 Kg
11,825.00
2,035,000.00 34,100.00
12,738.00
22,385.00 1,705.00 27,500.00
3,025
36,828.00
Oh Oh Oh
38,500.00 44,000.00 55,000.00
8,470 968 275 31,553.50
m3 Kg
2,035,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00 34,100.00
Oh Oh Oh Oh
4,125 9,625 1,100 4,125
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00 34,100.00
Oh Oh Oh Oh
Oh Oh Oh
29,337.00
2,750 3,850 440 2,750 9,790.00
29,744.00
17,908.00 2,046.00 27,500.00 38,500.00 44,000.00 55,000.00
2,750 3,850 440 2,750 49,830.00
m3 m3 Kg
9,790.00
17,501.00 2,046.00
19,954.00 m3 Kg
50,528.50
29,507.50 2,046.00
19,547.00 m3 Kg
18,975.00
1,650,000.00 2,035,000.00 34,100.00
27,555.00
32,175.00 14,245.00 3,410.00 27,500.00 38,500.00 44,000.00
4,125 17,325 1,980
77,385.00
Oh
55,000.00
4,125 48,855.00
m3 m3 Kg
1,600,000.00 2,035,000.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
1,650,000.00 2,035,000.00 34,100.00 27,500.00 38,500.00 44,000.00 55,000.00
1,650,000.00 2,035,000.00 34,100.00
m3 m3 Kg lt lbr
77,385.00
4,125 17,325 1,980 4,125 98,274.00
1,650,000.00 2,035,000.00 34,100.00 9,900.00 42,900.00
27,555.00
32,175.00 14,245.00 3,410.00 27,500.00 38,500.00 44,000.00 55,000.00
ap, Rangka Kayu Kamper
77,385.00
4,125 17,325 1,980 4,125 49,830.00
Oh Oh Oh Oh
27,555.00
32,175.00 14,245.00 3,410.00
kap, Rangka Kayu Kamper m3 m3 Kg
4,125 17,325 1,980 4,125 49,830.00
Oh Oh Oh Oh
76,410.00
31,200.00 14,245.00 3,410.00
kap, RangkaKayu Kamper m3 m3 Kg
27,555.00
32,175.00 14,245.00 3,410.00 5,544.00 42,900.00
31,790.00
130,064.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
5,500 23,100 2,640 550 201,025.00
m3 Kg Kg
27,500,000.00 34,100.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
42,900.00 34,100.00
Oh Oh Oh Oh
16,500 69,300 7,920 1,650
27,500.00 38,500.00 44,000.00 55,000.00
17,600.00
Oh Oh Oh Oh
688 2,888 330 72
27,500.00 38,500.00 44,000.00 55,000.00
1,529.00
20,009.00
578 809 88 55
28,690.00
Oh
22,841.50
18,480.00
Pc : 3 Ps : 5 Kr Kg m3 m3
3,976.50
17,160.00 1,705.00
18,480.00 m'
296,395.00
192,500.00 3,410.00 5,115.00
18,865.00 lbr Kg
95,370.00
1,100.00 215,000.00 275,000.00
32,758.00
11,000.00 5,590.00 12,100.00 27,500.00
31,625
61,448.00
Oh Oh Oh
35,750.00 44,000.00 55,000.00
715 88 330 590,850.00
Kg m3 m3
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
45,375 8,938 1,100 4,400
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
59,812.50
611,912.50
190,300.00 122,550.00 239,250.00 27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00 275,000.00
636,062.50
45,375 8,938 1,100 4,400
45,375 8,938 1,100 4,400
581,500.00 Kg m3 m3
59,812.50
216,700.00 101,050.00 258,500.00
552,100.00 Kg m3 m3
650,662.50
239,800.00 111,800.00 239,250.00
576,250.00 Kg m3 m3
59,812.50
255,200.00 111,800.00 214,500.00
59,812.50
641,312.50
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
45,375 8,938 1,100 4,400 652,250.00
Kg m3 m3
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
45,375 8,938 1,100 4,400
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
59,812.50
691,312.50
392,700.00 90,300.00 148,500.00 27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00
759,912.50
45,375 8,938 1,100 4,400
45,375 8,938 1,100 4,400 740,150.00
Kg m3
59,812.50
387,200.00 120,400.00 192,500.00
631,500.00 Kg m3 m3
712,062.50
308,000.00 96,750.00 247,500.00
700,100.00 Kg m3 m3
59,812.50
424,600.00 101,050.00
59,812.50
799,962.50
m3
275,000.00
Oh Oh Oh Oh
214,500.00 27,500.00 35,750.00 44,000.00 55,000.00
45,375 8,938 1,100 4,400 809,950.00
Kg m3 m3
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00 275,000.00 7,700.00
Oh Oh Oh Oh
45,375 8,938 1,100 4,400
Oh Oh Oh Oh
59,812.50
888,704.50
526,900.00 79,550.00 203,500.00 18,942.00 27,500.00 35,750.00 44,000.00 55,000.00
45,375 8,938 1,100 4,400 708,450.00
Kg m3 m3
869,762.50
526,900.00 79,550.00 203,500.00
828,892.00 Kg m3 m3 gln
59,812.50
1,100.00 215,000.00 275,000.00
124,052.50
832,502.50
369,600.00 116,100.00 222,750.00 27,500.00 35,750.00 44,000.00 55,000.00
55,000 12,513 1,540 55,000 676,900.00
124,052.50
800,952.50
Kg m3 m3
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
320,100.00 101,050.00 255,750.00 27,500.00 35,750.00 44,000.00 55,000.00
55,000 12,513 1,540 55,000 740,300.00
Kg m3 m3
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh
55,000 12,513 1,540 55,000
Oh Oh Oh Oh
124,052.50
887,252.50
440,000.00 103,200.00 220,000.00 27,500.00 35,750.00 44,000.00 55,000.00
55,000 12,513 1,540 55,000 931,300.00
Kg m3 m3
864,352.50
403,700.00 94,600.00 242,000.00
763,200.00 Kg m3 m3
124,052.50
1,100.00 215,000.00 275,000.00
124,052.50
1,055,352.50
676,500.00 111,800.00 143,000.00 27,500.00 35,750.00 44,000.00 55,000.00
55,000 12,513 1,540 55,000 769,140.00
124,052.50
893,192.50
Kg m3 m3 Kg
1,100.00 215,000.00 275,000.00 4,950.00
Oh Oh Oh Oh
440,000.00 103,200.00 220,000.00 5,940.00 27,500.00 35,750.00 44,000.00 55,000.00
55,000 12,513 1,540 55,000 36,960.00
m'
35,200.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
38,500.00
Oh Oh Oh Oh
1,375 1,073 132 110
27,500.00 35,750.00 44,000.00 55,000.00
40,700.00
Oh Oh Oh
Oh Oh
43,136.50
1,375 1,073 154 110 27,802.50
70,537.50
42,735.00 27,500.00 35,750.00 55,000.00
15,125 12,513 165 47,355.00
m'
2,711.50
40,425.00
42,735.00 m'
39,649.50
36,960.00
40,425.00 m'
2,689.50
45,100.00
27,802.50
47,355.00 27,500.00 35,750.00
15,125 12,513
75,157.50
Oh
55,000.00
165 53,130.00
m'
50,600.00
Oh Oh Oh
27,500.00 35,750.00 55,000.00
71,500.00
Oh Oh Oh
15,125 12,513 165
27,500.00 35,750.00 55,000.00
16,500.00 21,450.00
Oh Oh Oh Oh
16,500.00 21,450.00
354.75
17,894.25
17,325.00 214.50 27,500.00 35,750.00 44,000.00 55,000.00
22,000.00 21,450.00
18,136.80
193 250 31 17
138 179 22 17 39,707.25
Kg Kg
490.05
17,325.00 321.75 27,500.00 35,750.00 44,000.00 55,000.00
Oh Oh Oh Oh
102,877.50
15,125 12,513 165
17,539.50 Kg Kg
27,802.50
75,075.00
17,646.75 Kg Kg
80,932.50
53,130.00
75,075.00 m'
27,802.50
22,440.00 17,267.25
1,773.75
41,481.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
688 894 110 83 108,955.00
m3 Kg Lt lbr btg
1,540,000.00 34,100.00 4,950.00 49,500.00 7,700.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
2,035,000.00 34,100.00
org org org org
8,250 12,705 1,452 330
27,500.00 38,500.00 44,000.00 55,000.00
1,540,000.00 34,100.00 4,950.00
Oh Oh Oh Oh
19,679.00
92,004.00
61,600.00 10,230.00 495.00 27,500.00 38,500.00 44,000.00 55,000.00
1,540,000.00 34,100.00
218,097.00
4,125 7,700 8,800 935
8,250 10,010 1,144 275 72,325.00
m3 Kg
21,560.00
179,487.00 17,050.00
72,325.00 m3 Kg Lt
131,692.00
61,600.00 13,640.00 990.00 17,325.00 15,400.00
196,537.00 m3 kg
22,737.00
61,600.00 10,230.00
19,679.00
92,004.00
Lt
4,950.00
Oh Oh Oh Oh
495.00 27,500.00 38,500.00 44,000.00 55,000.00
8,250 10,010 1,144 275 132,955.00
m3 Kg Lt m3 lbr btg
1,540,000.00 34,100.00 4,950.00 1,600,000.00 49,500.00 7,700.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
1,540,000.00 34,100.00 4,950.00 1,600,000.00 49,500.00 7,700.00
Oh Oh Oh Oh
8,250 12,705 1,452 330
27,500.00 38,500.00 44,000.00 55,000.00
1,540,000.00 34,100.00 4,950.00 1,600,000.00 49,500.00 7,700.00
23,287.00
161,042.00
61,600.00 13,640.00 990.00 28,800.00 17,325.00 15,400.00 8,800 12,705 1,452 330 163,755.00
m3 Kg Lt m3 lbr btg
155,692.00
61,600.00 13,640.00 990.00 24,000.00 17,325.00 15,400.00
137,755.00 m3 Kg Lt m3 lbr btg
22,737.00
61,600.00 13,640.00 990.00 24,000.00 17,325.00 46,200.00
22,379.50
186,134.50
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
8,800 11,798 1,452 330 449,755.00
m3 Kg Lt m3 lbr btg bh
1,540,000.00 34,100.00 4,950.00 1,600,000.00 49,500.00 7,700.00 71,500.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
1,540,000.00 34,100.00 4,950.00 1,600,000.00 49,500.00 7,700.00
Oh Oh Oh Oh
8,800 12,705 1,452 330
m3 Kg Lt Kg Kg Kg
140,594.50
8,800 12,705 1,452 330 3,490,992.50
1,540,000.00 34,100.00 4,950.00 16,000.00 21,450.00 1,100.00
23,287.00
46,200.00 13,640.00 742.50 24,000.00 17,325.00 15,400.00 27,500.00 38,500.00 44,000.00 55,000.00
0 Kg + bekisting )
473,042.00
61,600.00 13,640.00 990.00 24,000.00 17,325.00 46,200.00 286,000.00
117,307.50 m3 Kg Lt m3 lbr btg
23,287.00
308,000.00 51,150.00 1,980.00 2,400,000.00 48,262.50 355,300.00
217,195.00
3,708,187.50
m3 m3
215,000.00 275,000.00
Oh Oh Oh Oh Oh Oh
111,800.00 214,500.00 27,500.00 35,750.00 38,500.00 35,750.00 44,000.00 55,000.00
g + bekisting )
107,250 12,513 40,040 37,538 10,780 9,075 4,432,920.00
m3 Kg Lt Kg Kg Kg m3 m3
1,540,000.00 34,100.00 4,950.00 16,000.00 21,450.00 1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh Oh Oh
27,500.00 35,750.00 38,500.00 35,750.00 44,000.00 55,000.00
133,375 12,513 60,060 50,050 14,564 9,350 6,961,925.00
Oh
4,712,831.50
415,800.00 68,200.00 2,970.00 3,200,000.00 64,350.00 355,300.00 111,800.00 214,500.00
Kg + bekisting ) m3 Kg Lt Kg Kg Kg m3 m3 m3 lbr btg
279,911.50
1,540,000.00 34,100.00 4,950.00 16,000.00 21,450.00 1,100.00 215,000.00 275,000.00 1,815,000.00 49,500.00 8,800.00
454,217.50
616,000.00 136,400.00 9,900.00 4,800,000.00 96,525.00 355,300.00 111,800.00 214,500.00 272,250.00 173,250.00 176,000.00 27,500.00
200,750
7,416,142.50
Oh Oh Oh Oh Oh
35,750.00 38,500.00 35,750.00 44,000.00 55,000.00
g + bekisting )
12,513 127,050 75,075 25,080 13,750 5,089,290.00
m3 Kg Lt Kg Kg Kg m3 m3 m3 lbr btg
1,540,000.00 34,100.00 4,950.00 16,000.00 21,450.00 1,100.00 215,000.00 275,000.00 1,815,000.00 49,500.00 8,800.00
Oh Oh Oh Oh Oh Oh
27,500.00 35,750.00 38,500.00 35,750.00 44,000.00 55,000.00
163,900 12,513 107,800 50,050 20,020 11,440 4,377,702.50
Oh Oh
5,455,012.50
492,800.00 109,120.00 7,920.00 3,200,000.00 64,350.00 355,300.00 111,800.00 214,500.00 254,100.00 138,600.00 140,800.00
g + bekisting ) m3 Kg Lt Kg Kg Kg m3 m3 m3 lbr btg
365,722.50
1,540,000.00 34,100.00 4,950.00 16,000.00 21,450.00 1,100.00 215,000.00 275,000.00 1,815,000.00 49,500.00 8,800.00
346,005.00
492,800.00 109,120.00 7,920.00 2,400,000.00 48,262.50 355,300.00 111,800.00 214,500.00 217,800.00 138,600.00 281,600.00 27,500.00 35,750.00
159,500 12,513
4,723,707.50
Oh Oh Oh Oh
38,500.00 35,750.00 44,000.00 55,000.00
0 Kg + bekisting ) m3 Kg Lt Kg Kg Kg m3 m3 m3 lbr btg
107,800 37,538 18,480 10,175 4,256,702.50
1,540,000.00 34,100.00 4,950.00 16,000.00 21,450.00 1,100.00 215,000.00 275,000.00 1,815,000.00 49,500.00 8,800.00
Oh Oh Oh Oh Oh Oh
27,500.00 35,750.00 38,500.00 35,750.00 44,000.00 55,000.00
154,000 12,513 101,640 37,538 17,600 10,615 4,876,715.00
Oh Oh Oh
4,590,607.50
369,600.00 109,120.00 7,920.00 2,400,000.00 48,262.50 355,300.00 111,800.00 214,500.00 290,400.00 138,600.00 211,200.00
Kg + bekisting ) m3 Kg Lt Kg Kg Kg m3 m3 m3 lbr btg
333,905.00
1,540,000.00 34,100.00 4,950.00 16,000.00 21,450.00 1,100.00 215,000.00 275,000.00 1,815,000.00 49,500.00 8,800.00
334,042.50
385,000.00 102,300.00 5,940.00 3,200,000.00 64,350.00 355,300.00 111,800.00 214,500.00 190,575.00 123,750.00 123,200.00 27,500.00 35,750.00 38,500.00
154,000 12,513 88,550
5,210,757.50
Oh Oh Oh
35,750.00 44,000.00 55,000.00
ng (11 x 11) cm
50,050 17,820 11,110 69,238.50
m3 Kg Kg Kg Kg m3 m3
1,540,000.00 34,100.00 16,000.00 21,450.00 1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh Oh Oh
27,500.00 35,750.00 38,500.00 35,750.00 44,000.00 55,000.00
495,000.00 34,100.00 16,000.00 21,450.00 1,100.00 215,000.00 275,000.00
Oh Oh Oh Oh Oh Oh
1,650 715 770 715 264 165
27,500.00 35,750.00 38,500.00 35,750.00 44,000.00 55,000.00
1,650.00
17,712.75
96,800.25
1,485.00 6,820.00 57,600.00 1,072.50 6,050.00 1,935.00 4,125.00 2,750 11,798 1,271 1,180 440 275
41,250.00 bh
73,517.50
3,080.00 341.00 48,000.00 9,652.50 4,400.00 1,290.00 2,475.00
79,087.50 m3 Kg Kg Kg Kg m3 m3
4,279.00
41,250.00
7,804.50
49,054.50
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
4,125 2,888 352 440 126,500.00
bh
5,060.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
2,420.00
Oh Oh Oh Oh
4,125 2,888 352 440
27,500.00 38,500.00 44,000.00 55,000.00
4,950.00 1,100.00 215,000.00
Oh Oh Oh Oh
Oh Oh Oh
36,179.00
4,125 2,310 264 440 19,690.00
60,120.00
24,750.00 8,800.00 6,880.00 27,500.00 38,500.00 44,000.00 55,000.00
11,000 7,700 880 110 54,180.00
bh Kg m3
7,139.00
29,040.00
40,430.00 bh Kg m3
134,304.50
126,500.00
29,040.00 bh
7,804.50
7,700.00 1,100.00 215,000.00
19,690.00
38,500.00 8,800.00 6,880.00 27,500.00 38,500.00 44,000.00
11,000 7,700 880
73,870.00
Oh
55,000.00
110 35,480.00
bh Kg m3
4,950.00 1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
385,000.00 34,100.00
Oh Oh Oh Oh
11,000 7,700 880 110
27,500.00 38,500.00 44,000.00 55,000.00
19,800.00 34,100.00 27,500.00 38,500.00 44,000.00 55,000.00
21,521.50
3,850 2,888 352 440 15,972.00
Oh Oh Oh Oh
7,529.50
9,900.00 4,092.00
92 m ) X 5mm lbr Kg
239,827.50
3,850 2,580 308 385 13,992.00
Oh Oh Oh Oh
7,122.50
231,000.00 1,705.00
92 m ) X 5mm lbr Kg
55,170.00
19,800.00 8,800.00 6,880.00
232,705.00 lbr Kg
19,690.00
19,800.00 34,100.00
7,529.50
11,880.00 4,092.00 27,500.00 38,500.00 44,000.00 55,000.00
3,850 2,888 352 440
23,501.50
92 m ) X 5mm
15,972.00 lbr Kg
19,800.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
3,850 2,695 308 385 18,942.00
19,800.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
19,800.00 34,100.00 27,500.00 38,500.00 44,000.00 55,000.00
19,800.00 34,100.00
19,800.00
19,646.00
3,850 2,695 308 385 12,804.00
lbr
7,238.00
8,316.00 4,092.00 27,500.00 38,500.00 44,000.00 55,000.00
05 m ) X 4mm
18,260.00
3,850 2,695 308 385 12,408.00
Oh Oh Oh Oh
7,238.00
6,930.00 4,092.00
05 m ) X 4mm lbr Kg
26,180.00
3,850 2,695 308 385 11,022.00
Oh Oh Oh Oh
7,238.00
14,850.00 4,092.00
05 m ) X 4mm lbr Kg
23,210.00
11,880.00 4,092.00
92 m ) X 5mm lbr Kg
7,238.00
8,712.00
7,122.50
19,926.50
Kg
34,100.00
Oh Oh Oh Oh
4,092.00 27,500.00 38,500.00 44,000.00 55,000.00
05 m ) X 4mm
3,850 2,580 308 385 14,190.00
lbr Kg
19,800.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
3,850 2,580 308 385 19,932.00
19,800.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
19,800.00 34,100.00 27,500.00 38,500.00 44,000.00 55,000.00
18,540.50
3,850 2,580 308 385 11,616.00
Oh
7,122.50
7,326.00 4,092.00
08 m ) X 6mm lbr Kg
27,054.50
3,850 2,580 308 385 11,418.00
Oh Oh Oh Oh
7,122.50
15,840.00 4,092.00
.08 m ) X 6mm lbr Kg
21,312.50
10,098.00 4,092.00
05 m ) X 4mm lbr Kg
7,122.50
19,800.00 34,100.00
7,122.50
7,524.00 4,092.00 27,500.00
3,850
18,738.50
Oh Oh Oh
38,500.00 44,000.00 55,000.00
08 m ) X 6mm
2,580 308 385 13,200.00
lbr Kg
19,800.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
3,850 2,580 308 385 13,794.00
19,800.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
19,800.00 34,100.00
Oh Oh Oh Oh
7,122.50
22,500.50
11,286.00 4,092.00 27,500.00 38,500.00 44,000.00 55,000.00
3,850 2,580 308 385 252,120.00
lbr Kg
20,916.50
3,850 2,580 308 385 15,378.00
Oh Oh Oh Oh
7,122.50
9,702.00 4,092.00
.08 m ) X 6mm lbr Kg
20,322.50
9,108.00 4,092.00
08 m ) X 6mm lbr Kg
7,122.50
19,800.00 34,100.00
7,914.50
47,520.00 204,600.00 27,500.00 38,500.00 44,000.00 55,000.00
2,310 4,813 572 220
260,034.50
252,120.00 lbr bh
19,800.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
19,800.00 34,100.00
Oh Oh Oh Oh
2,310 4,813 572 220
27,500.00 38,500.00 44,000.00 55,000.00
19,800.00 34,100.00
Oh Oh Oh Oh
Oh Oh Oh Oh
254,094.50
2,310 4,813 572 220 7,914.50
253,104.50
40,590.00 204,600.00 27,500.00 38,500.00 44,000.00 55,000.00
2,310 4,813 572 220 208,560.00
lbr bh
7,914.50
41,580.00 204,600.00
245,190.00 lbr bh
260,034.50
47,520.00 204,600.00
246,180.00 lbr bh
7,914.50
3,300.00 34,100.00
7,914.50
216,474.50
3,960.00 204,600.00 27,500.00 38,500.00 44,000.00 55,000.00
2,310 4,813 572 220 208,560.00
7,914.50
216,474.50
lbr bh
3,300.00 34,100.00
Oh Oh Oh Oh
3,960.00 204,600.00 27,500.00 38,500.00 44,000.00 55,000.00
2,310 4,813 572 220 208,560.00
lbr bh
3,300.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
4,400.00 34,100.00
Oh Oh Oh Oh
2,310 4,813 572 220
27,500.00 38,500.00 44,000.00 55,000.00
4,400.00 34,100.00
Oh Oh Oh Oh
7,914.50
217,354.50
4,840.00 204,600.00 27,500.00 38,500.00 44,000.00 55,000.00
8,360.00 34,100.00
218,757.00
2,750 5,775 572 220
2,310 4,813 572 220 92,983.00
lbr bh
9,317.00
4,840.00 204,600.00
209,440.00 lbr bh
216,474.50
3,960.00 204,600.00
209,440.00 lbr bh
7,914.50
91,960.00 1,023.00
10,340.00
103,323.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
5,500 3,850 440 550 92,378.00
lbr lbr Kg Bh
11,000.00 42,900.00 34,100.00 880.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
43,780.00 34,100.00
Oh Oh Oh Oh
5,500 11,550 132 550
27,500.00 38,500.00 44,000.00 55,000.00
458.33 34,100.00
Oh Oh Oh Oh
15,730.00
50,050.00
27,500.00 6,820.00 27,500.00 38,500.00 44,000.00 55,000.00
8,360.00 34,100.00 1,100.00 215,000.00
61,320.60
5,500 3,850 440 55
4,565 9,625 1,100 440 51,045.00
lbr Kg Kg m3
9,845.00
44,655.60 6,820.00
34,320.00 lbr Kg
110,110.00
75,900.00 15,015.00 1,023.00 440.00
51,475.60 lbr Kg
17,732.00
29,260.00 1,705.00 11,880.00 6,880.00
20,680.00
71,725.00
Kg
1,320.00
Oh Oh Oh Oh
1,320.00 27,500.00 38,500.00 44,000.00 55,000.00
11,000 7,700 880 1,100 29,305.00
lbr Kg Kg
11,000.00 34,100.00 1,600,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
38,500.00 34,100.00
Oh Oh Oh Oh
3,438 9,625 1,100 330
27,500.00 38,500.00 44,000.00 55,000.00
38,500.00 34,100.00
Oh Oh Oh Oh
14,025.00
58,080.00
42,350.00 1,705.00 27,500.00 38,500.00 44,000.00 55,000.00
38,500.00 34,100.00 34,100.00
58,080.00
6,875 5,775 660 715
6,875 5,775 660 715 27,291.00
Lbr Kg Kg
14,025.00
42,350.00 1,705.00
44,055.00 lbr Kg
43,797.50
22,000.00 1,705.00 5,600.00
44,055.00 lbr Kg
14,492.50
15,400.00 2,046.00 1,705.00
14,492.50
41,783.50
m3
2,035,000.00
Oh Oh Oh Oh
8,140.00 27,500.00 38,500.00 44,000.00 55,000.00
3,438 9,625 1,100 330 35,332.00
Lbr Kg
49,500.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
38,500.00 34,100.00
Oh Oh Oh Oh
3,300 2,310 264 330
27,500.00 38,500.00 44,000.00 55,000.00
44,000.00 34,100.00
Oh Oh Oh Oh
Oh
16,703.50
413 2,695 352 330 3,982.00
50,864.00
46,200.00 682.00 27,500.00 38,500.00 44,000.00 55,000.00
413 2,888 352 330 9,284.00
m2 Kg
3,789.50
11,550.00 1,364.00
46,882.00 m2 Kg
41,536.00
34,650.00 682.00
12,914.00 Lbr Kg
6,204.00
6,600.00 34,100.00
42,240.00
7,920.00 1,364.00 27,500.00
2,750
51,524.00
Oh Oh Oh
38,500.00 44,000.00 55,000.00
38,500 440 550 4,042.50
m2
3,850.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
1,815,000.00 34,100.00
org org org org
4,125 1,925 220 440
27,500.00 38,500.00 44,000.00 55,000.00
44,000.00 34,100.00
Oh Oh Oh Oh
Oh Oh Oh Oh
61,663.25
5,156 8,663 1,650 578
0.00 0.00 0.00 0.00
3,910.50
52,651.50
48,400.00 341.00 27,500.00 38,500.00 44,000.00 55,000.00
825 2,695 308 83 42,691.00
lbr Kg
16,046.25
38,115.00 7,502.00
48,741.00 lbr Kg
10,752.50
4,042.50
45,617.00 m3 kg
6,710.00
38,500.00 34,100.00
3,910.50
42,350.00 341.00 27,500.00 38,500.00 44,000.00 55,000.00
825 2,695 308 83
46,601.50
42,691.00 lbr Kg
38,500.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
49,500.00 34,100.00
Oh Oh Oh Oh
825 2,695 308 83
27,500.00 38,500.00 44,000.00 55,000.00
53,900.00 34,100.00
Oh Oh Oh Oh
Oh Oh Oh Oh
577,918.00
1,650 4,620 528 165 6,105.00
320,430.00
312,620.00 1,705.00 27,500.00 38,500.00 44,000.00 55,000.00
1,650 3,850 440 165 100,705.00
lbr Kg
6,963.00
569,250.00 1,705.00
314,325.00 lbr Kg
46,601.50
42,350.00 341.00
570,955.00 lbr Kg
3,910.50
66,000.00 34,100.00
6,105.00
106,810.00
99,000.00 1,705.00 27,500.00 38,500.00 44,000.00 55,000.00
1,650 3,850 440 165 16,467.00
6,407.50
22,874.50
lbr Kg
42,900.00 34,100.00
Oh Oh Oh Oh
15,444.00 1,023.00 27,500.00 38,500.00 44,000.00 55,000.00
1,925 3,850 440 193 16,467.00
lbr Kg
42,900.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
42,900.00 34,100.00
Oh Oh Oh Oh
1,925 3,850 440 193
27,500.00 38,500.00 44,000.00 55,000.00
42,900.00 34,100.00
Oh Oh Oh Oh
6,407.50
22,874.50
15,444.00 1,023.00 27,500.00 38,500.00 44,000.00 55,000.00
82,500.00 34,100.00
22,874.50
1,925 3,850 440 193
1,925 3,850 440 193 30,723.00
lbr Kg
6,407.50
15,444.00 1,023.00
16,467.00 lbr Kg
22,874.50
15,444.00 1,023.00
16,467.00 lbr Kg
6,407.50
29,700.00 1,023.00
6,407.50
37,130.50
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
tebal 4 mm
1,925 3,850 440 193 30,723.00
lbr Kg
82,500.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
75,000.00 34,100.00
Oh Oh Oh Oh
1,925 3,850 440 193
27,500.00 38,500.00 44,000.00 55,000.00
27,500,000.00 34,100.00 34,100.00
Oh Oh Oh Oh
Oh
34,430.50
1,925 3,850 440 193 31,790.00
693,836.00
660,000.00 341.00 1,705.00 27,500.00 38,500.00 44,000.00 55,000.00
5,500 23,100 2,640 550 3,804.24
lbr Kg Kg
6,407.50
27,000.00 1,023.00
662,046.00 m3 Kg Kg
37,130.50
29,700.00 1,023.00
28,023.00 lbr Kg
6,407.50
73,260.00 34,100.00 34,100.00
31,790.00
1,758.24 341.00 1,705.00 27,500.00
5,500
35,594.24
Oh Oh Oh
38,500.00 44,000.00 55,000.00
23,100 2,640 550 50,886.00
lbr Kg Kg
2,035,000.00 34,100.00 34,100.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
93,500.00 34,100.00
Oh Oh Oh Oh
5,500 23,100 2,640 550
27,500.00 38,500.00 44,000.00 55,000.00
71,500.00 20,900.00 12,100.00 71,500.00
Oh
25,987.50
405,872.50
257,400.00 3,135.00 12,100.00 107,250.00 27,500.00 38,500.00 44,000.00 55,000.00
4,125 19,250 2,200 413 16,071.00
m' Kg
54,703.00
16,500 3,850 440 165 379,885.00
Oh Oh Oh Oh
20,955.00
32,725.00 1,023.00
gka Alluminium m' Kg bh lbr
82,676.00
48,840.00 341.00 1,705.00
33,748.00 lbr Kg
31,790.00
14,300.00 34,100.00
3,685.00
15,730.00 341.00 27,500.00
1,375
19,756.00
Oh Oh Oh
38,500.00 44,000.00 55,000.00
ayu Borneo
1,925 220 165 55,577.00
m3 Kg lbr
1,600,000.00 34,100.00 42,900.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
1,600,000.00 34,100.00 19,800.00 27,500.00 38,500.00 44,000.00 55,000.00
1,600,000.00 34,100.00 53,900.00
m3 Kg lbr
376,491.00
7,150 15,400 1,760 715 614,496.00
1,600,000.00 34,100.00 49,500.00
25,025.00
36,800.00 2,046.00 312,620.00 27,500.00 38,500.00 44,000.00 55,000.00
ngka Kayu Borneo
62,199.00
4,950 12,320 1,408 495 351,466.00
Oh Oh Oh Oh
19,173.00
19,200.00 2,046.00 21,780.00
ngka Kayu Borneo m3 Kg lbr
7,425 15,400 1,760 743 43,026.00
Oh Oh Oh Oh
80,904.50
36,800.00 2,046.00 16,731.00
bal 3.2mm Rangka Borneo m3 Kg lbr
25,327.50
43,200.00 2,046.00 569,250.00
29,540.50
644,036.50
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
8,525 18,095 2,068 853
1,859,000.00 bh
30% Dari bahan
1,430,000.00 429,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
165,000.00 1,100.00 215,000.00
Oh Oh Oh Oh
90,750 39,325 44 8,800
27,500.00 35,750.00 44,000.00 55,000.00
104,500.00 605.00 1,100.00 215,000.00
Oh Oh Oh Oh
100,375.00
217,860.00
104,500.00 4,235.00 6,600.00 2,150.00 27,500.00 35,750.00 44,000.00 55,000.00
495,000.00 148,500.00
329,675.00
27,500 53,625 66,000 8,800
27,500 53,625 13,200 6,050 652,250.00
bh 30% Harga Urinoir
155,925.00
165,000.00 6,600.00 2,150.00
117,485.00 bh bh Kg m3
1,997,919.00
1,430,000.00 429,000.00
173,750.00 bh Kg m3
138,919.00
495,000.00 148,500.00
73,150.00
725,400.00
Kg m3
1,100.00 215,000.00
Oh Oh Oh Oh
6,600.00 2,150.00 27,500.00 35,750.00 44,000.00 55,000.00
27,500 35,750 4,400 5,500 563,150.00
bh 12% Harga Urinoir Kg m3
495,000.00 59,400.00 1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
132,000.00 1,100.00 215,000.00
Oh Oh Oh Oh
27,500 51,838 6,600 5,500
27,500.00 35,750.00 44,000.00 55,000.00
me 0.30 m³
234,442.50
57,750 26,813 3,080 6,050 233,640.00
Oh Oh Oh Oh
93,692.50
132,000.00 6,600.00 2,150.00
ume 0.30 m³ bh 18% Harga Bak
654,587.50
495,000.00 59,400.00 6,600.00 2,150.00
140,750.00 bh Kg m3
91,437.50
198,000.00 35,640.00
175,835.00
409,475.00
198,000.00 35,640.00 27,500.00 35,750.00 44,000.00 55,000.00
49,500 96,525 23,760 6,050 420,284.00
301,950.00
722,234.00
m3 Kg m3 bh Kg
605.00 1,100.00 215,000.00 598.95 1,320.00
Oh Oh Oh Oh
242.00 132,000.00 64,500.00 215,622.00 7,920.00 27,500.00 35,750.00 44,000.00 55,000.00
165,000 107,250 13,200 16,500 858,000.00
bh 20% harga Badkip
715,000.00 143,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
198,000.00
Oh Oh Oh Oh
#VALUE! 2,681 33,000 13,750
Oh Oh Oh Oh
332,475.00
554,235.00
198,000.00 23,760.00 27,500.00 35,750.00 44,000.00 55,000.00
s Pipa Tanah Ø15 cm bh Kg m3 m3
#VALUE!
715,000.00 143,000.00
221,760.00 bh 12% Harga Bak
#VALUE!
82,500 160,875 39,600 49,500 154,111.00
93,500.00 1,100.00 215,000.00 88,000.00
2,992.00
149,600.00 748.00 2,795.00 968.00 27,500.00 35,750.00 44,000.00 55,000.00
1,650 1,073 132 138
157,103.00
s Pipa Tanah Ø 20 cm bh Kg m3 m3
154,799.00 93,500.00 1,100.00 215,000.00 88,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
88,000.00 605.00 1,100.00 215,000.00 88,000.00
Oh Oh Oh Oh
2,200 1,430 176 385
27,500.00 35,750.00 44,000.00 55,000.00
88,000.00 605.00 1,100.00 215,000.00 88,000.00
Oh Oh Oh Oh
m3 Kg
605.00 1,100.00
122,472.85
3,850 2,503 308 385 19,123.50
146,773.25
96,800.00 332.75 11,330.00 13,115.00 6,072.00 27,500.00 35,750.00 44,000.00 55,000.00
Batu Bata ukuran (30 x 30 )cm, t = 35cm
7,045.50
96,800.00 163.35 4,312.00 12,040.00 2,112.00
127,649.75 bh m3 Kg m3 m3
158,990.00
149,600.00 957.00 3,010.00 1,232.00
115,427.35 bh m3 Kg m3 m3
4,191.00
10,450 6,793 836 1,045 121,287.73 87.73 48,400.00
125,232.25
246,519.98
m3 m3 Kg m3
215,000.00 275,000.00 16,000.00 215,000.00
Oh Oh Oh Oh
15,050.00 19,250.00 25,600.00 12,900.00 27,500.00 35,750.00 44,000.00 55,000.00
Batu Bata ukuran (45 x 45 )cm, t = 50cm m3 Kg m3 m3 Kg m3
179,251.25
605.00 1,100.00 215,000.00 275,000.00 16,000.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
27,500.00 35,750.00 44,000.00 55,000.00 33,000.00
130,000.00 45,500.00
97,548.00
375,207.46
224.46 125,400.00 39,560.00 9,075.00 77,600.00 25,800.00 59,400 25,740 3,168 5,940 3,300 201,500.00
m' 35% Harga Pipa
241,184.00
39,050 16,910 2,068 3,905 277,659.46
605.00 1,100.00 215,000.00 275,000.00 16,000.00 215,000.00
Oh Oh Oh Oh Oh
61,932.75
151.25 84,700.00 27,950.00 5,500.00 41,600.00 19,350.00
Batu Bata ukuran (60 x 60 )cm, t = 65cm m3 Kg m3 m3 Kg m3
88,000 36,286 66 880
156,000.00 45,500.00
6,583.50
208,083.50
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,485 3,218 396 1,485 201,500.00
m' 35% Harga Pipa
130,000.00 45,500.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
130,000.00 45,500.00
Oh Oh Oh Oh
1,485 3,218 396 1,485
27,500.00 35,750.00 44,000.00 55,000.00
130,000.00 45,500.00
Oh Oh Oh Oh
Oh Oh
208,083.50
1,485 3,218 396 1,485 10,494.00
211,994.00
156,000.00 45,500.00 27,500.00 35,750.00 44,000.00 55,000.00
2,970 6,435 792 297 #VALUE!
m' 35% Harga Pipa
6,583.50
156,000.00 45,500.00
201,500.00 m' 35% Harga Pipa
208,083.50
156,000.00 45,500.00
201,500.00 m' 35% Harga Pipa
6,583.50
130,000.00 45,500.00
10,494.00
156,000.00 #VALUE! 27,500.00 35,750.00
2,970 6,435
#VALUE!
Oh Oh
44,000.00 55,000.00
792 297 28,416.67
m' 35% Harga Pipa
18,333.33 6,416.67
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
2,524.50 883.58
Oh Oh Oh Oh
3,713 8,044 990 374
27,500.00 35,750.00 44,000.00 55,000.00
3,965.50 1,387.93
Oh Oh Oh Oh
Oh Oh Oh Oh
7,410.98
990 2,145 264 99 3,498.00
9,644.53
4,758.60 1,387.93 27,500.00 35,750.00 44,000.00 55,000.00
990 2,145 264 99 8,439.75
m' 35% Harga Pipa
3,498.00
3,029.40 883.58
6,146.53 m' 35% Harga Pipa
41,536.92
22,000.00 6,416.67
3,912.98 m' 35% Harga Pipa
13,120.25
5,445.00 1,905.75
3,498.00
6,534.00 1,905.75 27,500.00 35,750.00 44,000.00 55,000.00
990 2,145 264 99
11,937.75
28,626.95 m' 35% Harga Pipa
18,469.00 6,464.15
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
20,047.50 7,016.63
Oh Oh Oh Oh
990 2,145 264 99
27,500.00 35,750.00 44,000.00 55,000.00
33,000.00 11,550.00
Oh Oh Oh Oh
39,847.50 13,946.63
7,873.25
69,636.88
47,817.00 13,946.63 27,500.00 35,750.00 44,000.00 55,000.00
58,300.00
54,648.00
990 2,145 264 99
2,228 4,826 594 226 90,365.00
m'
3,498.00
39,600.00 11,550.00 27,500.00 35,750.00 44,000.00 55,000.00
Oh Oh Oh Oh
36,320.63
1,485 3,218 396 149
61,763.63 m' 35% Harga Pipa
5,247.00
24,057.00 7,016.63
51,150.00 m' 35% Harga Pipa
32,124.95
22,162.80 6,464.15
31,073.63 m' 35% Harga Pipa
3,498.00
69,960.00
7,873.25
98,238.25
35% Harga Pipa
20,405.00
Oh Oh Oh Oh
20,405.00 27,500.00 35,750.00 44,000.00 55,000.00
2,228 4,826 594 226 566,500.00
bh set
495,000.00 71,500.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
385,000.00 71,500.00 1,100.00 215,000.00
Oh Oh Oh Oh
825 10,725 1,320 83
27,500.00 35,750.00 44,000.00 55,000.00
33,000.00 4,950.00
Oh Oh Oh Oh
4,565.00
37,688.75
33,000.00 123.75 27,500.00 35,750.00 44,000.00 55,000.00
33,000.00
510,837.50
1,375 17,875 2,200 138
275 3,575 440 275 33,000.00
bh
21,587.50
385,000.00 71,500.00 22,000.00 10,750.00
33,123.75 bh bh
579,452.50
495,000.00 71,500.00
489,250.00 bh set Kg m3
12,952.50
33,000.00
4,565.00
37,565.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
275 3,575 440 275
23,100.00 Kg Kg
19,800.00 16,500.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
495,000.00
Oh Oh Oh Oh
165 2,145 264 17
27,500.00 38,500.00 44,000.00 55,000.00
495,000.00
Oh Oh Oh Oh
Oh Oh Oh Oh
542,520.00
17,875 25,025 2,860 1,760 74,208.75
569,208.75
495,000.00 27,500.00 38,500.00 44,000.00 55,000.00
28,875 40,425 4,620 289 715,000.00
m2
47,520.00
495,000.00
495,000.00 m2
25,690.50
21,780.00 1,320.00
495,000.00 m2
2,590.50
715,000.00
79,915.00
715,000.00 27,500.00 38,500.00 44,000.00 55,000.00
28,105 46,200 5,280 330
794,915.00
495,000.00 m2
495,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
715,000.00
Oh Oh Oh Oh
33,000 46,200 5,280 330
27,500.00 38,500.00 44,000.00 55,000.00
385,000.00
Oh Oh Oh Oh
Oh Oh Oh
421,740.00
2,200 30,800 3,520 220
715,000.00
91,531.00
806,531.00
715,000.00 27,500.00 38,500.00 44,000.00 55,000.00
28,875 57,750 4,620 286 385,000.00
m2
36,740.00
385,000.00 27,500.00 38,500.00 44,000.00 55,000.00
Oh Oh Oh Oh
789,206.00
28,875 40,425 4,620 286
715,000.00 m2
74,206.00
715,000.00
385,000.00 m2
579,810.00
495,000.00
715,000.00 m2
84,810.00
385,000.00
74,206.00
385,000.00 27,500.00 38,500.00 44,000.00
28,875 40,425 4,620
459,206.00
Oh
55,000.00
286 143,000.00
m2
143,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
143,000.00
Oh Oh Oh Oh
9,625 13,475 1,540 96
27,500.00 38,500.00 44,000.00 55,000.00
17,600.00
Oh Oh Oh Oh
176,000.00 34,100.00 2,035,000.00
7,067.50
205,012.50
193,600.00 682.00 3,663.00 27,500.00 38,500.00 44,000.00 55,000.00
44,000.00
282,161.00
33,000 46,200 528 33
2,750 3,850 440 28 52,745.00
m2
79,761.00
202,400.00 27,500.00 38,500.00 44,000.00 55,000.00
Oh Oh Oh Oh
167,736.25
9,625 13,475 1,540 96
197,945.00 m2 Kg m3
24,736.25
143,000.00
202,400.00 m'
167,736.25
143,000.00
143,000.00 m2
24,736.25
48,400.00
7,067.50
59,812.50
Kg m3
34,100.00 2,035,000.00
Oh Oh Oh Oh
682.00 3,663.00 27,500.00 38,500.00 44,000.00 55,000.00
2,750 3,850 440 28
76,945.00 m2 Kg m3
66,000.00 34,100.00 2,035,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
38,500.00 34,100.00 2,035,000.00
Oh Oh Oh Oh
2,750 3,850 440 28
Oh Oh Oh Oh
7,067.50
53,762.50
42,350.00 682.00 3,663.00 27,500.00 38,500.00 44,000.00 55,000.00
2,750 3,850 440 28 11,860.75
m2 Kg m2
84,012.50
72,600.00 682.00 3,663.00
46,695.00 m2 Kg m3
7,067.50
9,900.00 34,100.00 11,550.00
14,135.00
25,995.75
10,890.00 682.00 288.75 27,500.00 38,500.00 44,000.00 55,000.00
5,500 7,700 880 55 46,447.50
20,693.75
67,141.25
Lbr Kg m3 Kg
38,500.00 34,100.00 2,035,000.00 28,600.00
Oh Oh Oh Oh
19,250.00 511.50 19,536.00 7,150.00 27,500.00 38,500.00 44,000.00 55,000.00
4,125 15,400 1,100 69 67,006.50
Lbr Kg m3 Kg
38,500.00 34,100.00 2,035,000.00 28,600.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
49,500.00 34,100.00 2,035,000.00 11,550.00
Oh Oh Oh Oh
1,100 15,400 1,100 69
Oh
14,918.75
77,618.75
14,850.00 3,410.00 38,665.00 5,775.00 27,500.00 38,500.00 44,000.00 55,000.00
4,125 9,625 1,100 69 57,750.00
Lbr Kg m3 Kg
84,675.25
19,250.00 511.50 38,665.00 8,580.00
62,700.00 Lbr Kg m3 Kg
17,668.75
33,000.00 34,100.00 2,035,000.00 11,550.00
14,918.75
9,900.00 3,410.00 38,665.00 5,775.00 27,500.00
4,125
72,668.75
Oh Oh Oh
38,500.00 44,000.00 55,000.00
9,625 1,100 69
220,000.00 Bh
220,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
99,000.00
Oh Oh Oh Oh
1,650 23,100 2,640 165
27,500.00 38,500.00 44,000.00 55,000.00
132,000.00
Oh Oh Oh Oh
Oh Oh Oh Oh
119,240.00
275 19,250 440 275 19,745.00
151,745.00
132,000.00 27,500.00 38,500.00 44,000.00 55,000.00
138 19,250 220 138 165,000.00
Bh
20,240.00
99,000.00
132,000.00 Bh
247,555.00
220,000.00
99,000.00 Bh
27,555.00
165,000.00
19,621.25
184,621.25
165,000.00 27,500.00 38,500.00 44,000.00 55,000.00
138 19,250 220 14 30,250.00
6,888.75
37,138.75
Bh
30,250.00
Oh Oh Oh Oh
30,250.00 27,500.00 38,500.00 44,000.00 55,000.00
413 5,775 660 41 27,500.00
Bh
27,500.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
33,000.00
Oh Oh Oh Oh
275 3,850 440 28
27,500.00 38,500.00 44,000.00 55,000.00
3,850.00
Oh Oh Oh Oh
Oh Oh Oh Oh
42,680.00
550 7,700 880 550 6,888.75
10,738.75
3,850.00 27,500.00 38,500.00 44,000.00 55,000.00
413 5,775 660 41 38,500.00
Bh
9,680.00
33,000.00
3,850.00 Bh
32,092.50
27,500.00
33,000.00 Bh
4,592.50
38,500.00
6,888.75
38,500.00 27,500.00 38,500.00 44,000.00 55,000.00
413 5,775 660 41
45,388.75
165,000.00 Bh
165,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
22,000.00
Oh Oh Oh Oh
1,375 19,250 2,200 138
27,500.00 38,500.00 44,000.00 55,000.00
231,000.00
Oh Oh Oh Oh
Oh Oh Oh
253,962.50
1,375 19,250 2,200 138
165,000.00
4,592.50
169,592.50
165,000.00 27,500.00 38,500.00 44,000.00 55,000.00
275 3,850 440 28 275,000.00
Bh
22,962.50
231,000.00 27,500.00 38,500.00 44,000.00 55,000.00
Oh Oh Oh Oh
31,185.00
550 7,700 880 55
165,000.00 Bh
9,185.00
22,000.00
231,000.00 Bh
187,962.50
165,000.00
22,000.00 Bh
22,962.50
275,000.00
27,555.00
275,000.00 27,500.00 38,500.00 44,000.00
1,650 23,100 2,640
302,555.00
Oh
55,000.00
165 27,500.00
Bh
27,500.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
71,500.00
Oh Oh Oh Oh
688 9,625 1,100 69
27,500.00 38,500.00 44,000.00 55,000.00
71,500.00
Oh Oh Oh Oh
Oh
85,538.75
413 5,775 660 41
71,500.00
7,576.25
86,226.25
78,650.00 27,500.00 38,500.00 44,000.00 55,000.00
454 6,353 726 44 102,850.00
m2
6,888.75
78,650.00 27,500.00 38,500.00 44,000.00 55,000.00
Oh Oh Oh Oh
85,538.75
413 5,775 660 41
78,650.00 m2
6,888.75
78,650.00
78,650.00 m2
38,981.25
27,500.00
78,650.00 m2
11,481.25
93,500.00
11,481.25
102,850.00 27,500.00
688
114,331.25
Oh Oh Oh
38,500.00 44,000.00 55,000.00
9,625 1,100 69 96,800.00
m2
88,000.00
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
88,000.00
Oh Oh Oh Oh
413 5,775 660 41
27,500.00 38,500.00 44,000.00 55,000.00
88,000.00
Oh Oh Oh Oh
132,000.00
6,888.75
152,088.75
145,200.00 27,500.00 38,500.00 44,000.00 55,000.00
385,000.00
104,376.25
454 6,353 726 44
413 5,775 660 41 423,500.00
m2
7,576.25
96,800.00 27,500.00 38,500.00 44,000.00 55,000.00
Oh Oh Oh Oh
103,688.75
413 5,775 660 41
145,200.00 m2
6,888.75
96,800.00
96,800.00 m2
103,688.75
96,800.00
96,800.00 m2
6,888.75
423,500.00
6,888.75
430,388.75
Oh Oh Oh Oh
27,500.00 38,500.00 44,000.00 55,000.00
413 5,775 660 41
56,243.30 bh Kg m3
6,160.00 1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
3,465.00 1,100.00 215,000.00
Oh Oh Oh Oh
6,875 4,290 528 688
Oh Oh Oh Oh
12,883.75
69,635.80
41,129.55 11,000.00 4,622.50
27,500.00 35,750.00 44,000.00 55,000.00
7,150 4,469 550 715 55,152.50
bh Kg m3
68,623.80
40,840.80 10,780.00 4,622.50
56,752.05 bh Kg m3
12,380.50
1,540.00 1,100.00 215,000.00
13,387.00
40,810.00 11,440.00 2,902.50
27,500.00 35,750.00 44,000.00 55,000.00
7,425 4,648 572 743
68,539.50
55,949.80 bh Kg m3 Kg
6,160.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
3,465.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
6,875 4,290 528 688
27,500.00 35,750.00 44,000.00 55,000.00
1,540.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
13,387.00
69,966.00
40,810.00 9,636.00 4,945.00 1,188.00
27,500.00 35,750.00 44,000.00 55,000.00
5,280.00 1,100.00
68,839.05
6,875 4,290 528 688
7,425 4,648 572 743 48,490.50
bh Kg
12,380.50
41,129.55 9,196.00 4,945.00 1,188.00
56,579.00 bh Kg m3 Kg
68,330.30
40,840.80 8,976.00 4,945.00 1,188.00
56,458.55 bh Kg m3 Kg
12,380.50
33,000.00 9,680.00
12,380.50
60,871.00
m3 Kg
215,000.00 1,320.00
Oh Oh Oh Oh
4,622.50 1,188.00
27,500.00 35,750.00 44,000.00 55,000.00
6,875 4,290 528 688 23,209.20
bh Kg m3 Kg
2,970.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
29,920.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
7,150 4,469 550 715
27,500.00 35,750.00 44,000.00 55,000.00
16,830.00 1,100.00 215,000.00 1,320.00
12,402.50
236,866.60
207,345.60 10,780.00 4,622.50 1,716.00
6,875 4,290 550 688 217,374.60
bh Kg m3 Kg
36,092.95
5,553.90 11,000.00 4,622.50 2,032.80
224,464.10 bh Kg m3 Kg
12,883.75
199,772.10 11,000.00 4,622.50 1,980.00
12,883.75
230,258.35
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
an 40 x 40 cm
7,150 4,469 550 715 98,518.50
bh Kg m3 Kg
13,200.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
6,875 4,290 528 688 104,774.48
7,425.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
117,154.98
6,875 4,290 528 688 286,116.00
Oh Oh Oh Oh
12,380.50
87,666.98 11,000.00 4,622.50 1,485.00
ran 60 x 60 cm bh Kg m3 Kg
110,899.00
82,500.00 9,680.00 4,622.50 1,716.00
an 30 x 30 cm bh Kg m3 Kg
12,380.50
47,520.00 1,100.00 215,000.00 1,320.00
12,380.50
266,112.00 9,009.00 9,675.00 1,320.00
27,500.00 35,750.00 44,000.00 55,000.00
6,875 4,290 528 688
298,496.50
ran 40 x 40 cm
148,018.50 bh Kg m3 Kg
21,120.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
18,480 8,008 968 1,870 158,618.10
11,880.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,155.00 1,100.00 215,000.00
Oh Oh Oh Oh
3,019.50
11,717.00
6,121.50 1,716.00 860.00
27,500.00 35,750.00 44,000.00 55,000.00
1,155.00 1,100.00
193,444.10
19,250 12,155 1,496 1,925
1,650 1,073 132 165 6,438.15
bh Kg
34,826.00
141,015.60 11,000.00 4,622.50 1,980.00
8,697.50 bh Kg m3
177,344.50
132,000.00 9,680.00 4,622.50 1,716.00
ran 30 x 30 cm bh Kg m3 Kg
29,326.00
4,077.15 1,716.00
3,019.50
9,457.65
m3
215,000.00
Oh Oh Oh Oh
645.00
27,500.00 35,750.00 44,000.00 55,000.00
1,650 1,073 132 165 5,859.00
bh Kg m3
1,320.00 1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
880.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
1,650 1,073 132 165
Oh Oh
3,019.50
9,899.30
4,664.00 1,320.00 645.00 250.80
27,500.00 35,750.00 44,000.00 55,000.00
1,650 1,073 132 165 7,030.60
bh Kg m3 Kg
8,878.50
3,498.00 1,716.00 645.00
6,879.80 bh Kg m3 Kg
3,019.50
1,320.00 1,100.00 215,000.00 1,320.00
3,019.50
4,395.60 1,815.00 688.00 132.00
27,500.00 35,750.00
1,650 1,073
10,050.10
Oh Oh
44,000.00 55,000.00
132 165 6,761.00
bh Kg m3 Kg
1,760.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,155.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
2,200 1,430 176 220
Oh Oh Oh Oh
4,026.00
10,714.95
4,077.15 1,716.00 645.00 250.80
27,500.00 35,750.00 44,000.00 55,000.00
2,200 1,430 176 220 6,178.00
bh Kg m3 Kg
10,787.00
4,664.00 1,320.00 645.00 132.00
6,688.95 bh Kg m3 Kg
4,026.00
1,540.00 1,100.00 215,000.00 1,320.00
4,026.00
10,204.00
4,081.00 1,320.00 645.00 132.00
27,500.00 35,750.00 44,000.00 55,000.00
2,200 1,430 176 220 21,919.00
3,019.50
24,938.50
bh Kg m3 Kg
7,480.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
19,822.00 1,320.00 645.00 132.00
27,500.00 35,750.00 44,000.00 55,000.00
1,650 1,073 132 165 21,316.30
bh Kg m3 Kg
5,610.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
24,750 3,218 396 248 10,885.00
3,300.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
2,475.00 1,100.00 215,000.00
39,496.00
24,750 3,218 396 248 10,876.75
bh Kg m3
28,611.00
8,250.00 1,815.00 688.00 132.00
27,500.00 35,750.00 44,000.00 55,000.00
n 10 x 30 cm
49,927.30
18,681.30 1,815.00 688.00 132.00
n 10 x 40 cm bh Kg m3 Kg
28,611.00
8,241.75 1,815.00 688.00
28,611.00
39,487.75
Kg
1,320.00
Oh Oh Oh Oh
132.00
27,500.00 35,750.00 44,000.00 55,000.00
an 10 x 60 cm
24,750 3,218 396 248 16,099.00
bh Kg m3 Kg
7,920.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
24,750 3,218 396 248 15,835.00
5,280.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
44,446.00
24,750 3,218 396 248 15,821.80
Oh
28,611.00
13,200.00 1,815.00 688.00 132.00
an 10 x 30 cm bh Kg m3 Kg
44,710.00
13,464.00 1,815.00 688.00 132.00
an 10 x 40 cm bh Kg m3 Kg
28,611.00
3,960.00 1,100.00 215,000.00 1,320.00
28,611.00
13,186.80 1,815.00 688.00 132.00
27,500.00
24,750
44,432.80
Oh Oh Oh
35,750.00 44,000.00 55,000.00
3,218 396 248 118.80
m3
33,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
33,000.00
Oh Oh Oh Oh
24,750 3,218 396 248
27,500.00 35,750.00 44,000.00 55,000.00
143,000.00 1,430.00 215,000.00
Oh Oh Oh Oh
14,190.00
193,160.20
150,150.00 20,220.20 8,600.00
27,500.00 35,750.00 44,000.00 55,000.00
1,716.00 1,100.00 215,000.00 1,320.00
28,729.80
24,750 3,218 396 248
7,425 5,363 660 743 32,108.00
bh Kg m3 Kg
28,611.00
118.80
178,970.20 m2 Kg m3
28,729.80
118.80
118.80 m3
28,611.00
8,580.00 12,518.00 9,030.00 1,980.00
32,752.50
64,860.50
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
17,050 12,513 1,540 1,650 9,235.00
bh Kg m3 Kg
1,320.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
6,600.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
2,475 3,218 396 248
Oh Oh Oh
6,336.00
41,997.40
33,000.00 1,815.00 688.00 158.40
27,500.00 35,750.00 44,000.00 55,000.00
2,475 3,218 396 248 4,813.60
bh Kg m3 Kg
15,571.00
6,600.00 1,815.00 688.00 132.00
35,661.40 bh Kg m3 Kg
6,336.00
660.00 1,100.00 215,000.00 1,320.00
6,336.00
3,300.00 935.00 473.00 105.60
27,500.00 35,750.00 44,000.00
2,475 3,218 396
11,149.60
Oh
55,000.00
248
15,620.00 bh Kg
2,200.00 99,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
770.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
2,200 2,860 352 220
27,500.00 35,750.00 44,000.00 55,000.00
1,113.75 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
32,752.50
105,285.50
49,005.00 12,518.00 9,030.00 1,980.00
27,500.00 35,750.00 44,000.00 55,000.00
1,980.00
94,780.50
17,050 12,513 1,540 1,650
17,050 12,513 1,540 1,650 73,028.00
bh
32,752.50
38,500.00 12,518.00 9,030.00 1,980.00
72,533.00 bh Kg m3 Kg
21,252.00
7,700.00 7,920.00
62,028.00 bh Kg m3 Kg
5,632.00
49,500.00
32,752.50
105,780.50
Kg m3 Kg
1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
12,518.00 9,030.00 1,980.00
27,500.00 35,750.00 44,000.00 55,000.00
17,050 12,513 1,540 1,650 73,028.00
bh Kg m3 Kg
3,093.75 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,485.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
17,050 12,513 1,540 1,650
27,500.00 35,750.00 44,000.00 55,000.00
5,390.55 1,100.00 215,000.00 1,320.00
32,752.50
108,255.50
51,975.00 12,518.00 9,030.00 1,980.00
17,050 12,513 1,540 1,650 77,433.50
bh Kg m3 Kg
105,780.50
49,500.00 12,518.00 9,030.00 1,980.00
75,503.00 bh Kg m3 Kg
32,752.50
53,905.50 12,518.00 9,030.00 1,980.00
32,752.50
110,186.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
17,050 12,513 1,540 1,650 89,412.50
bh Kg m3 Kg
6,588.45 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,633.50 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
17,050 12,513 1,540 1,650
Oh Oh Oh
32,752.50
110,186.00
53,905.50 12,518.00 9,030.00 1,980.00
27,500.00 35,750.00 44,000.00 55,000.00
17,050 12,513 1,540 1,650 92,590.00
bh Kg m3 Kg
122,165.00
65,884.50 12,518.00 9,030.00 1,980.00
77,433.50 bh Kg m3 Kg
32,752.50
5,500.00 1,100.00 215,000.00 1,320.00
32,752.50
66,000.00 15,565.00 8,385.00 2,640.00
27,500.00 35,750.00 44,000.00
17,050 12,513 1,540
125,342.50
Oh
55,000.00
1,650 177,026.00
M2 Kg m3 Kg
143,000.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
176,000.00 99,000.00
Oh Oh Oh Oh
17,050 12,513 1,540 1,650
27,500.00 35,750.00 44,000.00 55,000.00
88,000.00 99,000.00
Oh Oh Oh Oh
Oh
231,418.00
4,675 6,078 748 468 11,968.00
139,018.00
92,400.00 34,650.00
27,500.00 35,750.00 44,000.00 55,000.00
4,675 6,078 748 468 99,330.00
m2
11,968.00
184,800.00 34,650.00
127,050.00 m2 Kg
209,778.50
150,436.00 15,565.00 8,385.00 2,640.00
219,450.00 m2 Kg
32,752.50
94,600.00
8,448.00
99,330.00
27,500.00
3,300
107,778.00
Oh Oh Oh
35,750.00 44,000.00 55,000.00
4,290 528 330 63,525.00
m2 Kg
27,500.00 99,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
176,000.00 99,000.00
Oh Oh Oh Oh
4,675 6,078 748 468
27,500.00 35,750.00 44,000.00 55,000.00
495.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
38,775.00
95,940.00
41,085.00 10,230.00 3,870.00 1,980.00 27,500.00 35,750.00 44,000.00 55,000.00
605.00 1,100.00
277,915.00
17,875 12,513 1,540 1,788
17,050 17,875 2,200 1,650 66,295.00
Bh Kg
33,715.00
184,800.00 59,400.00
57,165.00 Bh Kg m3 Kg
75,493.00
28,875.00 34,650.00
244,200.00 m2 Kg
11,968.00
50,215.00 10,230.00
38,775.00
105,070.00
m3 Kg
215,000.00 1,320.00
Oh Oh Oh Oh
3,870.00 1,980.00 27,500.00 35,750.00 44,000.00 55,000.00
17,050 17,875 2,200 1,650 66,198.75
Bh Kg m3 Kg
1,113.75 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
1,361.25 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
16,500 16,088 1,980 1,650
Oh Oh Oh Oh
36,217.50
113,553.75
61,256.25 10,230.00 3,870.00 1,980.00 27,500.00 35,750.00 44,000.00 55,000.00
16,500 16,088 1,980 1,650 76,580.00
Bh Kg m3 Kg
102,416.25
50,118.75 10,230.00 3,870.00 1,980.00
77,336.25 Bh Kg m3 Kg
36,217.50
1,210.00 1,100.00 215,000.00 1,320.00
36,217.50
60,500.00 10,230.00 3,870.00 1,980.00 27,500.00 35,750.00 44,000.00 55,000.00
16,500 16,088 1,980 1,650
112,797.50
76,580.00 Bh Kg m3 Kg
2,420.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
7,700.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
16,500 16,088 1,980 1,650
27,500.00 35,750.00 44,000.00 55,000.00
7,150.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
36,217.50
767,297.50
715,000.00 10,230.00 3,870.00 1,980.00 27,500.00 35,750.00 44,000.00 55,000.00
3,850.00 1,100.00 215,000.00 1,320.00
822,297.50
16,500 16,088 1,980 1,650
16,500 16,088 1,980 1,650 208,580.00
Bh Kg m3 Kg
36,217.50
770,000.00 10,230.00 3,870.00 1,980.00
731,080.00 Bh Kg m3 Kg
112,797.50
60,500.00 10,230.00 3,870.00 1,980.00
786,080.00 Bh Kg m3 Kg
36,217.50
192,500.00 10,230.00 3,870.00 1,980.00
36,217.50
244,797.50
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
16,500 16,088 1,980 1,650 189,330.00
Bh Kg m3 Kg
3,850.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
3,850.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
16,500 16,088 1,980 1,650
Oh Oh Oh Oh
23,705.00
136,035.00
96,250.00 10,230.00 3,870.00 1,980.00 27,500.00 35,750.00 44,000.00 55,000.00
16,500 3,575 1,980 1,650 208,580.00
Bh Kg m3 Kg
225,547.50
173,250.00 10,230.00 3,870.00 1,980.00
112,330.00 Bh Kg m3 Kg
36,217.50
3,850.00 1,100.00 215,000.00 1,320.00
23,168.75
231,748.75
192,500.00 10,230.00 3,870.00 1,980.00 27,500.00 35,750.00 44,000.00 55,000.00
16,500 4,469 550 1,650 166,899.00
47,822.50
214,721.50
M2 Kg m3 Kg
143,000.00 1,100.00 215,000.00 1,320.00
Oh Oh Oh Oh
145,860.00 13,684.00 5,375.00 1,980.00 27,500.00 35,750.00 44,000.00 55,000.00
19,800 23,238 2,860 1,925
107,059.00 Bh Kg m3
1,100.00 1,100.00 215,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
275,000.00 1,100.00 215,000.00
Oh Oh Oh Oh
17,050 12,513 1,540 1,650
Oh Oh Oh
32,752.50
341,952.50
288,750.00 12,925.00 7,525.00 27,500.00 35,750.00 44,000.00 55,000.00
17,050 12,513 1,540 1,650 112,850.00
Bh Kg m3
139,811.50
88,000.00 13,684.00 5,375.00
309,200.00 Bh Kg m3
32,752.50
88,000.00 1,100.00 215,000.00
32,752.50
92,400.00 12,925.00 7,525.00 27,500.00 35,750.00 44,000.00
17,050 12,513 1,540
145,602.50
Oh
55,000.00
1,650 144,045.00
Bh Kg
9,900.00 99,000.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
8,800.00 99,000.00
Oh Oh Oh Oh
4,125 5,363 660 413
27,500.00 35,750.00 44,000.00 55,000.00
6,600.00 99,000.00
Oh Oh Oh Oh
Oh Oh Oh Oh
142,450.00
4,125 5,363 660 413 10,560.00
118,140.00
72,930.00 34,650.00 27,500.00 35,750.00 44,000.00 55,000.00
4,125 5,363 660 413 125,812.50
Bh Kg
10,560.00
97,240.00 34,650.00
107,580.00 Bh Kg
154,605.00
109,395.00 34,650.00
131,890.00 Bh Kg
10,560.00
8,250.00 99,000.00
10,560.00
136,372.50
91,162.50 34,650.00 27,500.00 35,750.00 44,000.00 55,000.00
4,125 5,363 660 413 23,188.00
27,918.00
51,106.00
m2 Kg
19,580.00 6,600.00
Oh Oh Oh Oh
21,538.00 1,650.00 27,500.00 35,750.00 44,000.00 55,000.00
20,625 6,078 748 468 92,400.00
Kg
30,800.00
Oh Oh Oh Oh
27,500.00 35,750.00 44,000.00 55,000.00
30,800.00
Oh Oh Oh Oh
3,300 4,290 528 330
27,500.00 35,750.00 44,000.00 55,000.00
27,500,000.00 34,100.00
Oh Oh Oh Oh
3,300 4,290 528 330
27,500.00 38,500.00 44,000.00 55,000.00
8,778.00
76,483.00
3,300 4,620 528 330
357.50
Oh
162,448.00
66,000.00 1,705.00
mbok Lama Kg
8,448.00
154,000.00
67,705.00 m3 Kg
100,848.00
92,400.00
154,000.00 Kg
8,448.00
7,150.00
#VALUE!
357.50 27,500.00
4,125
#VALUE!
Oh Oh Oh
33,000.00 44,000.00 55,000.00
ng Pernah dicat
#VALUE! #VALUE! 138 192.50
Kg
3,850.00
Oh Oh Oh Oh
27,500.00 33,000.00 44,000.00 55,000.00
4,125 #VALUE! #VALUE! 138 192.50
3,850.00
Oh Oh Oh Oh
27,500.00 33,000.00 44,000.00 55,000.00
3,850.00
Oh Oh Oh Oh
#VALUE!
#VALUE!
192.50 27,500.00 33,000.00 44,000.00 55,000.00
4,125 #VALUE! #VALUE! 138
13,200.00 4,950.00
159,500.00
528,000.00 49,500.00
sewa / Hr Oh Oh Oh Oh
#VALUE!
4,125 #VALUE! #VALUE! 138
aan Baja dgn Pancar Pasir ( Sanblasting ) dgn Tingkat Kebersihan577,500.00 Sa 2½. Kg Ltr
#VALUE!
192.50
192.50 Kg
#VALUE!
192.50
aja dengan Cara Manual Kg
#VALUE!
27,500.00 33,000.00 44,000.00 55,000.00
44,000 52,800 35,200 27,500
737,000.00
2,464.00 Kg Kg Kg
23,100.00 27,500.00 6,600.00
Oh Oh Oh Oh
27,500.00 33,000.00 44,000.00 55,000.00
19,800.00 11,000.00 13,200.00
Oh Oh Oh Oh
1,100 1,320 176 138
27,500.00 33,000.00 44,000.00 55,000.00
16,500.00 19,800.00 11,000.00 27,500.00
Oh Oh Oh Oh
1,925 2,475 330 138 15,290.00
27,500.00 33,000.00 44,000.00 55,000.00
16,500.00 19,800.00 11,000.00 27,500.00
11,951.50
2,623.50
17,913.50
3,300.00 2,970.00 1,870.00 7,150.00
Plamir ), 1 Lapis Cat Dasar, 3 Lapis Cat Penutup Kg Kg Kg Kg
4,867.50
2,970.00 1,870.00 2,244.00
Plamir ), 1 Lapis Cat Dasar, 2 Lapis Cat Penutup Kg Kg Kg Kg
5,197.50
1,848.00 550.00 66.00
7,084.00 Kg Kg Kg
2,733.50
1,925 297 264 138 17,765.00 3,300.00 2,970.00 1,870.00 9,625.00
5,703.50
23,468.50
Oh Oh Oh Oh
27,500.00 33,000.00 44,000.00 55,000.00
Plamir ), 1 Lapis Cat Dasar, 3 Lapis Cat Penutup Kg Kg Kg Kg
16,500.00 19,800.00 11,000.00 27,500.00
Oh Oh Oh Oh
1,925 3,465 176 138 17,765.00
27,500.00 33,000.00 44,000.00 55,000.00
22,000.00
Oh Oh Oh Oh
1,925 3,465 176 138
27,500.00 33,000.00 44,000.00 55,000.00
38,500.00 88,000.00 5,500.00
Oh Oh Oh Oh
Oh
14,008.50
1,100 2,079 2,772 138 6,088.50
55,599.50
5,775.00 32,736.00 11,000.00 27,500.00 33,000.00 44,000.00 55,000.00
1,100 2,079 2,772 138 5,390.00
Ltr
6,088.50
7,920.00
49,511.00 Ltr Ltr Lbr
23,468.50
3,300.00 2,970.00 1,870.00 9,625.00
7,920.00 Ltr
5,703.50
15,400.00
#VALUE!
5,390.00 27,500.00
2,750
#VALUE!
Oh Oh Oh
33,000.00 44,000.00 55,000.00
#VALUE! #VALUE! 330 6,897.00
Ltr Kg Lbr Bh
34,100.00 23,100.00 5,500.00 7,700.00
Oh Oh Oh Oh
4,400 5,280 704 138
apis Cat Dasar, 2 Lapis Cat Penutup )
6,512.00
Kg Kg Kg
1,980.00 1,100.00 3,432.00
19,800.00 11,000.00 13,200.00 27,500.00 33,000.00 44,000.00 55,000.00
5,500.00 6,600.00 1,485,000.00 880.00
Oh Oh Oh Oh
m3 Kg
4,299.90
9,601.90
4,125 33 4 138 3,234.00
1,485,000.00 880.00
9,555.70
550.00 1,650.00 2,970.00 132.00 27,500.00 33,000.00 44,000.00 55,000.00
rih ( untuk pemeliharaan )
3,043.70
550 2,079 277 138 5,302.00
Lbr ikat m3 Kg
17,418.50
5,115.00 1,155.00 550.00 77.00 27,500.00 33,000.00 44,000.00 55,000.00
Oh Oh Oh Oh
10,521.50
2,970.00 264.00
1,424.50
4,658.50
Oh Oh Oh Oh
27,500.00 33,000.00 44,000.00 55,000.00
1,100 165 22 138 47,960.00
m3 Kg
38,500.00 8,800.00
Oh Oh Oh Oh
27,500.00 33,000.00 44,000.00 55,000.00
16,500.00 7,700.00
Oh Oh Oh Oh
550 6,600 88 138
27,500.00 33,000.00 44,000.00 55,000.00
16,500.00 7,700.00 1,485,000.00 27,500.00 33,000.00 44,000.00 55,000.00
9,900.00 12,100.00 27,500.00 29,700.00
15,702.50
20,399.50
1,650.00 77.00 2,970.00 6,875 7,425 990 413
( Galbani ) secara Manual Sistem 4 Lapis Cat Konvensional, tebal 200 7,524.00 um Kg Kg Kg Kg
10,307.00
550 6,600 880 550 4,697.00
Oh Oh Oh Oh
8,580.00
1,650.00 77.00
ni Besi dan Perancah Kg Bh m3
55,335.50
46,200.00 1,760.00
1,727.00 Kg Bh
7,375.50
990.00 1,210.00 1,100.00 1,188.00
1,765.50
9,289.50
Ltr m3
6,600.00 1,485,000.00
Oh Oh Oh Oh
66.00 2,970.00 27,500.00 33,000.00 44,000.00 55,000.00
165 198 990 413
( Galbani ) secara Manual Sistem 1 Lapis Cat Mutakhir, tebal 200 um 4,950.00 Kg
16,500.00
Oh Oh Oh Oh
27,500.00 33,000.00 44,000.00 55,000.00
11,000.00 11,000.00 13,200.00
Oh Oh Oh Oh
165 1,980 528 330 64,350.00
Oh Oh Oh Oh
68,486.00
1,210.00 1,870.00 1,056.00 27,500.00 33,000.00 44,000.00 55,000.00
13,750 26,400 13,200 11,000
( Galbani ) secara Semprot ( Airless Spray ) dgn Sistem 1 Lapis Cat 3,300.00 Mutakhir, tebal53,900.00 200 um Kg
7,953.00
4,950.00
( Galbani ) secara Manual Sistem 3 Lapis Cat Konvensional, tebal 200 4,136.00 um Kg Kg Kg
3,003.00
11,000.00
3,300.00 27,500.00 33,000.00 44,000.00 55,000.00
11,000 23,100 8,800 11,000
57,200.00
Nama Bahan
Uraian Pekerjaan M2 Bahan Satuan
Koefisien
Sirtu 1/2"
Harga Satuan
1 m3
0 Alat
Nama Alat
HSP
Wheel Loader 930 CAT Motor Grader GD31
Rp 0 Tenaga Kerja
Pekerja Mandor
0.25 OH 0.01 OH
0 0 Subtotal M2 Bahan
Nama Bahan
Beton Ready Mix K100 Semen Portland PCC Pasir Beton Koral Beton Air
Koefisien
1 230 893 1027 200
Satuan
Harga Satuan
m3 kg kg kg liter
0
Tenaga Kerja
Pekerja Mandor
1.2 OH 0.06 OH
0 0 Alat
Nama Alat
HSP
Truck Mixer Excavator
Rp 0 Subtotal M2 M2 Bahan
Nama Bahan
Kayu Terentang Paku Biasa Minyak Bekisting Plywood 9mm Dolken Kayu Ø 8 - 10 / 4m
Koefisien
0.04 0.4 0.2 0.35 2
Satuan
m3 kg liter lembar batang
Harga Satuan
0 0 0 0 0
Tenaga Kerja
Tukang Kayu
0.33 OH
0
Pekerja Kepala Tukang Mandor
0.3 OH 0.033 OH 0.015 OH
0 0 0 Alat
Nama Alat
HSP
Dump Truck Hino
0 Subtotal Kg Bahan
Nama Bahan
Kayu Terentang Paku Biasa Minyak Bekisting Plywood 9mm Dolken Kayu Ø 8 - 10 / 4m
Koefisien
0.04 0.4 0.2 0.35 2
Satuan
Harga Satuan
m3 kg liter lembar batang
0 0 0 0 0
Tenaga Kerja
Tukang Kayu Pekerja Kepala Tukang Mandor
0.33 0.3 0.033 0.015
OH OH OH OH
0 0 0 0 Alat
Nama Alat
HSP
Dump Truck Hino
0 Subtotal Kg Bahan
Nama Bahan
Kayu Terentang Paku Biasa Minyak Bekisting Plywood 9mm Dolken Kayu Ø 8 - 10 / 4m
Koefisien
0.04 0.4 0.2 0.35 2
Satuan
Harga Satuan
m3 kg liter lembar batang
0 0 0 0 0
Tenaga Kerja
Tukang Kayu Pekerja Kepala Tukang Mandor
0.33 0.3 0.033 0.015
OH OH OH OH
0 0 0 0 Alat
Nama Alat
HSP
Dump Truck Hino
0 Subtotal M3 Bahan
Nama Bahan
Koefisien
Plastik Bond Breaker
Satuan
Harga Satuan
1 m2
0 Tenaga Kerja
Pekerja Mandor
0.0008 OH 0.00004 OH
0 0 Alat
Nama Alat
HSP
Dump Truck Hino
0 Subtotal 0 Bahan
Nama Bahan
Besi Beton Kawat Besi
Koefisien
Satuan
Harga Satuan
1.05 kg 0.015 kg
0 0 Tenaga Kerja
Tukang Besi Pekerja Kepala Tukang Mandor
0.007 0.007 0.0007 0.00035
OH OH OH OH
0 0 0 0 Alat
Nama Alat
HSP
Dump Truck Hino
#DIV/0! Subtotal M3 Bahan
Nama Bahan
Besi Beton Kawat Besi
Koefisien
Satuan
Harga Satuan
1.05 kg 0.015 kg
0 0 Tenaga Kerja
Tukang Besi Pekerja Kepala Tukang Mandor
0.007 0.007 0.0007 0.00035
OH OH OH OH
0 0 0 0 Alat
Nama Alat
HSP
Dump Truck Hino
0 Subtotal M2 Bahan
Nama Bahan
Beton Ready Mix K300 Semen Portland PCC Pasir Beton
Koefisien
Satuan
1 m3 413 kg 681 kg
Harga Satuan
0
Koral Beton Air
1021 kg 215 liter Tenaga Kerja
Pekerja Mandor
1.65 OH 0.0825 OH
0 0 Alat
Nama Alat
HSP
Concrete Paver Truck Mixer
Rp 0 Subtotal 0 0 Bahan
Nama Bahan
AC-WC Mixing Plant
Koefisien
Satuan
Harga Satuan
2.34 m3
0 Alat
Nama Alat
HSP
Dump Truck Hino Asphalt Finisher Volvo
#DIV/0! #DIV/0! Subtotal 0 Alat
Nama Alat
Tandem Roller Bomag BG25 Pneumatic Tyre Wheel Roller
HSP
0 0
Harga
0
0 0 0
Harga
0 Ps Kr
2.44 2.66
0.00244 0.00266
0 0
0
Harga
Harga Satuan Pekerjaan (WLC)
0 0 0 0 0 0
Sewa per jam Operator per jam Total Sewa HSP
= = = =
0 0 0 0
0 0 0
0 Harga Satuan Pekerjaan (Rigid) Harga
0 0 0 0 0
Sewa per jam Operator per jam Total Sewa HSP
= = = =
0 0 0 0
0 0 0 0
0 Harga Satuan Pekerjaan (Saluran Samping) Harga
0 0 0 0 0 0 0 0 0
0
Sewa per jam Operator per jam Total Sewa HSP
= = = =
0 0 0 0
Harga
Harga Satu
0 0 0
Sewa per jam Operator per jam Total Sewa HSP
327.5 436.6666667
0 Harga Satuan Pekerjaan (Dowel) Harga
0 0
Sewa per jam Operator per jam Total Sewa HSP
= = = =
0 0 0 #DIV/0!
0 0 0 0
! #DIV/0! Harga Satuan Pekerjaan (Tiebar) Harga
0 0 0 0 0 0
0
Harga
0
Sewa per jam Operator per jam Total Sewa HSP
= = = =
0 0 0 0
0 0 Harga Satuan Pekerjaan (AC-WC)
0
Sewa per jam Operator per jam Total Sewa HSP
= = = =
Sewa per jam Operator per jam Total Sewa HSP
= = = =
0 0 0 #DIV/0!
Harga
0 Harga Satuan Pekerjaan (AC-WC)
! ! #DIV/0!
0 0 0 #DIV/0!
a Satuan Pekerjaan (WLC)
Rp Rp Rp Rp
Volume Kerja =
6141 m2
Satuan Pekerjaan (Rigid)
Rp Rp Rp Rp
Volume Kerja =
13013 m2
an Pekerjaan (Saluran Samping)
Rp Rp Rp Rp
Volume Kerja =
40887 m2
Harga Satuan Pekerjaan (Plastik)
= = = =
0 0 0 0
Rp Rp Rp Rp
Volume Kerja =
Volume Kerja =
0 kg
Satuan Pekerjaan (Dowel)
Rp Rp Rp Rp
Satuan Pekerjaan (Tiebar)
Rp Rp Rp Rp
Volume Kerja =
974581 kg
833634 m2
Satuan Pekerjaan (AC-WC)
Rp Rp Rp Rp
Volume Kerja =
0 m3
Satuan Pekerjaan (AC-WC)
Rp Rp Rp Rp
Volume Kerja =
0 m3
Nama Bahan
Uraian Pekerjaan M3 M' Bahan Koefisien Satuan Harga Satuan
Sirtu 1/2"
1 m3
Harga
0
0
0 0
0 0
Tenaga Kerja
Pekerja Mandor
0.25 OH 0.01 OH Alat
Nama Alat
HSP
Wheel Loader 930 CAT
Rp Subtotal
Nama Bahan
Beton Ready Mix K100 Semen Portland PCC Pasir Beton Koral Beton Air
M' Bahan Satuan
Koefisien
1 230 893 1027 200
Harga Satuan
m3 kg kg kg liter
#VALUE!
Harga
0
0
0 0
0 0
Subtotal
0
Tenaga Kerja
Pekerja Mandor
1.2 OH 0.06 OH Alat
Nama Alat
HSP
Truck Mixer
Nama Bahan
Sirtu 1/2"
0
Koefisien
0 Bahan Satuan
Harga Satuan
1 m3
Harga
0
0
0 0
0 0
Tenaga Kerja
Pekerja Mandor
0.25 OH 0.01 OH Alat
Nama Alat
HSP
Wheel Loader 930 CAT
Rp Subtotal M2
#VALUE!
Nama Bahan Buis Beton ∅100 cm
Bahan Satuan
Koefisien
Harga Satuan
1 m'
Harga
0
0 0
Subtotal M2 Tenaga Kerja
Pekerja Mandor
3 OH 0.15 OH
0 0
0 0 0
Subtotal
Nama Bahan
M2 Unit Bahan Satuan
Koefisien
Hot Paint Thermoplastic
Harga Satuan
1.66 kg
Harga
0
0
Alat Nama Alat
HSP
Road Marking Machine DY-STM
Rp Subtotal
Nama Bahan
Unit Bahan Satuan
Koefisien
Hot Paint Thermoplastic
Harga Satuan
1.66 kg
#VALUE!
Harga
0
0
Alat Nama Alat
HSP
Road Marking Machine DY-STM
Rp Subtotal
Nama Bahan
Unit Bahan Satuan
Koefisien
Hot Paint Thermoplastic
Harga Satuan
1.66 kg
#VALUE!
Harga
0
0
Subtotal
0
Alat Nama Alat
HSP
Road Marking Machine DY-STM
Nama Bahan
0 Unit Bahan Satuan
Koefisien
Rambu Bentuk Belah Ketupat Pipa Galvanis ∅1 1/4" Semen Portland PCC Pasir Pasang
1 0.42 10.8 0.026
unit batang kg m3
Harga Satuan
Harga
0 0 0 0
0 0 0 0
0
0
Tenaga Kerja
Tukang
1 OH
Pekerja Kepala Tukang Mandor
1.7 OH 0.1 OH 0.085 OH
0 0 0
0 0 0 0
Subtotal
Nama Bahan
0 Bahan Satuan
Koefisien
Rambu Bentuk Persegi Panjang Pipa Galvanis ∅1 1/4" Semen Portland PCC Pasir Pasang
1 0.42 10.8 0.026
Harga Satuan
unit batang kg m3
Harga
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0 0
Tenaga Kerja
Tukang Pekerja Kepala Tukang Mandor
1 1.7 0.1 0.085
OH OH OH OH
Subtotal
Nama Bahan
M' Bahan Satuan
Koefisien
Rambu Bentuk Segitiga Pipa Galvanis ∅1 1/4" Semen Portland PCC Pasir Pasang
1 0.42 10.8 0.026
Harga Satuan
unit batang kg m3
Harga
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0 0
Tenaga Kerja
Tukang Pekerja Kepala Tukang Mandor
1 1.7 0.1 0.085
OH OH OH OH
Subtotal
Nama Bahan
M' Bahan Satuan
Koefisien
Rambu Bentuk Bujursangkar Pipa Galvanis ∅1 1/4" Semen Portland PCC Pasir Pasang
1 0.42 10.8 0.026
unit batang kg m3
Harga Satuan
Harga
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0 0
Tenaga Kerja
Tukang Pekerja Kepala Tukang Mandor
1 1.7 0.1 0.085
OH OH OH OH
Subtotal
Nama Bahan
Guardrail Reflektor
0 0 Bahan Satuan
Koefisien
Harga Satuan
1 m' 0.083 unit
Harga
0 0
0 0.0 0.0
Subtotal
Nama Bahan
Besi C Lip Channel Angkur Mur Baut
0 Bahan Satuan
Koefisien
0.00 kg 0.000 unit
Harga Satuan
Harga
0 0
0.0 0.000
0 0 0 0
0 0 0 0 0.0
Tenaga Kerja
Tukang Pekerja Kepala Tukang Mandor
0.1 0.2 0.01 0.01
OH OH OH OH
Subtotal
3. LEMBAR PERHITUNGAN GALIAN DRAINASE No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Sta 0+000 - 0+915 0+915 - 2+190 2+190 - 2+575 2+575 - 2+800 2+800 - 3 +000.20 3+000.20 - 3+241.22 3+241.22 - 3 + 441.25 3+441.25 + 3+640 3+640 - 3+841.22 3+841.22 - 3+994.99 3+994.99 - 4+442.83 4+442.83 - 4+640 4+640 - 4+840.36 4+840.36 - 5+040.36 5+040.92 - 5+241.22 5+241.22 - 5+441.22 5+441.22 - 5+840 5+840 - 5+935 5+935 - 6+095
d
b 0.74 0.81 0.51 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.6 0.4 0.4 0.4 0.4 0.4 0.52 0.4 0.4
w 1.19 1.3 0.82 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.97 0.64 0.64 0.64 0.64 0.64 0.83 0.64 0.64
T 0.61 0.64 0.51 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.55 0.45 0.45 0.45 0.45 0.45 0.51 0.45 0.45
Tinggi 5.24 5.65 3.87 2.34 2.34 2.34 2.34 2.34 2.34 2.34 4.43 2.34 2.34 2.34 2.34 2.34 3.93 2.34 2.34
Luas 1.35 1.45 1.02 0.85 0.85 0.85 0.85 0.85 0.85 0.85 1.15 0.85 0.85 0.85 0.85 0.85 1.03 0.85 0.85
Panjang saluran 4.34 5.04 2.39 1.27 1.27 1.27 1.27 1.27 1.27 1.27 3.11 1.27 1.27 1.27 1.27 1.27 2.45 1.27 1.27
TOTAL GALIAN SALURAN DRAINASE 2 JALUR
915 1275 385 225 200.2 241.02 200.03 198.75 201.22 153.77 447.84 197.17 200.36 200 200.86 200 398.78 95 160
Volume galian 3971.33 6424.41 920.88 284.96 253.55 305.25 253.34 251.72 254.85 194.75 1390.54 249.72 253.76 253.30 254.39 253.30 977.57 120.32 202.64
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
17070.56 34141.12952
m3 m3
Volume galian 3971.33 5533.82 1671.00 976.56 868.92 1046.09 868.18 862.62 873.35 667.40 1943.74 855.77 869.61 868.05 871.78 868.05 1730.80 412.32 694.44 26453.82 52907.6475
No.
Panjang Volume Permukaa Timbunan 0+000 200.0236 5353.631 0+200 200.0151 12296.93 0+400 200.0014 11992.08 0+600 200.0032 5416.088 0+800 200.0035 10943.19 1+000 200.004 24284.48 1+200 200.0059 21520.64 1+400 200.0024 7812.092 1+600 200.0039 0 1+800 200.004 0 2+000 100.002 0 2+200 100.001 0 2+400 100.0019 0 2+600 100.0022 0 2+800 200.0021 0 3+000 200.0032 8790.14 3+200 200.0168 8790.737 3+400 400.0116 0 3+600 100 0 3+800 100.0013 0 4+000 100.0003 0 4+200 100.0026 0 4+400 100 1583 4+600 100.0016 1583.026 4+800 200.0029 0 5+000 200.0029 0 5+200 200.0082 6063.248 5+400 200.0001 12565 5+600 100.0012 7488.59 5+800 100.0014 9272.13 6+000 100.0017 8551.649 6+200 100.002 8069.665 6+400 200.0039 9534.186 6+600 200.0077 751.0287 6+800 200.0088 944.0417 7+000 200.1944 622.6045 jumlah total % galian % timbunan % selisih galian dengan timbunan Sta
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
Volume Galian 0 0 6943.048 5049.082 0 0 0 8681.102 39608.77 44904.89 13977.28 13869.63 13204.75 12026.76 19239.2 8092.129 1828.153 9222.266 2570.001 3233.042 4384.012 3358.587 1927.5 1740.528 4411.064 4206.06 1738.071 0 0 0 0 0 1193.023 2267.087 1586.07 2625.549
Volume Volume Galian ( Timbunan Cum ) 5353.630606 0 17650.5607 0 29642.64279 6943.047525 35058.73077 11992.12955 46001.92447 11992.12955 70286.40638 11992.12955 91807.04433 11992.12955 99619.13621 20673.23164 99619.13621 60282.00523 99619.13621 105186.8963 99619.13621 119164.1737 99619.13621 133033.808 99619.13621 146238.5536 99619.13621 158265.3156 99619.13621 177504.5147 108409.2765 185596.6439 117200.0135 187424.7971 117200.0135 196647.0635 117200.0135 199217.0645 117200.0135 202450.1066 117200.0135 206834.1182 117200.0135 210192.7052 118783.0137 212120.2054 120366.0394 213860.7336 120366.0394 218271.7979 120366.0394 222477.8581 126429.2877 224215.9293 138994.2917 224215.9293 146482.8816 224215.9293 155755.0118 224215.9293 164306.6606 224215.9293 172376.3259 224215.9293 181910.5121 225408.9526 182661.5409 227676.0394 183605.5826 229262.1095 184228.1871 231887.6588 4020994.801 5489883.495 1468888.694 3.737440092 0.1544 15.44 %
mass -5353.63 -17650.6 -22699.6 -23066.6 -34009.8 -58294.3 -79814.9 -78945.9 -39337.1 5567.76 19545.04 33414.67 46619.42 58646.18 77885.38 77187.37 70224.78 79447.05 82017.05 85250.09 89634.1 92992.69 93337.19 93494.69 97905.76 102111.8 97786.64 85221.64 77733.05 68460.92 59909.27 51839.6 43498.44 45014.5 45656.53 47659.47
1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 2 2.1 2.1.1 2.1.2 2.1.3 2.1.4 2.2 2.2.1 2.2.2 2.2.3 2.3 3 3.1 3.2 3.3 3.4 3.5 3.6
PEKERJAAN PERSIAPAN Pembersihan Lokasi Pengukuran Proyek Papan Nama Proyek Pemagaran Proyek Pembuatan Direksi Keet Pembuatan Bedeng Pembuatan Gudang Penyimpanan Material Pos Keamanan Proyek Pembuatan Mushola Kantin Pembuatan Bangunan sementara ME Pembuatan WC Pekerja Listrik Kerja Air Bersih Dokumentasi dan Laporan Berkala Proyek Mobilisasi dan Demobilisasi
Waktu Pekerjaan 1 2 3 4 5 6 7 8 9 10 10 1 7 1 1 1 1 1 1 1 1 2 2 sepanjang proyek 14
PEKERJAAN TANAH Pekerjaan Galian Tanah Pekerjaan Striping Top Soil (10 cm) Pekerjaan Galian Tanah Pekerjaan Pemadatan Pekerjaan Angkutan Pembuangan Tanah Pekerjaan Timbunan Tanah Pengambilan Material Timbunan Penghamparan Material Timbunan Pekerjaan Pemadatan Pembentukan Penampang
14 45 14 4 4 14 14 6
PEKERJAAN STRUKTUR JALAN Penghamparan Sirtu 5 cm Wet Lean Concrete 10 cm Penghamparan Plastik Bond Breaker Pekerjaan Dowel (D32-300) 450 Pekerjaan Tiebar (D13-725) 625 Rigid Pavement
6 7 3 14 14 50
3.7 Asphalt Concrete Wearing Course (AC-WC) 3.7.1 Penghamparan AC-WC 3.7.2 Pemadatan AC-WC 4
5
PEKERJAAN UNDERPASS
PEKERJAAN DRAINASE
5.1 5.2 5.3
Penghamparan Sirtu 5 cm Pembuatan Saluran Samping Pemasangan saluran (precast)
6 6.1
PEKERJAAN MEDIAN Pemasangan MCB (Pre cast)
7 7.1 7.1.1 7.1.2 7.1.3 7.1.4 7.1.5 7.1.6 7.1.7 7.2 7.2.1 7.2.2 7.2.3 7.2.4 7.2.5 7.3 7.3.1 7.3.2 7.3.3 7.3.4
PEKERJAAN FINISHING Rambu dan Marka Marka Badan Jalan Marka Bahu Dalam Marka Bahu Luar Rambu STA (setiap 200 m) Rambu Larangan Rambu Peringatan Rambu Petunjuk Guadrill dan reflektor Pengadaan guard drill Pemasangan guard drill Pemasangan reflector Reflector menempel pada guarddrill Reflector berdiri ditanah Pekerjaan Elektrikal Lampu PJU (setiap 50 m) Pemasangan PJU Pondasi PJU Pemasangan listrik
20 20 20
7.3.5 Pemasangan CCTV 8 8.1 8.2
PEKERJAAN LAIN LAIN Pekerjaan Pembangunan Pagar Permanen (Damija) Pembersihan Kembali Lokasi
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 48 49 50 51 52 53
54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75
76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97
98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115
116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133
134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151
152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169
170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187
188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205
206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223
224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241
242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259
260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277
278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295
296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313
314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331
332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349
350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365
