| Reason | |||
|---|---|---|---|
| 0808289557924000 | Rp 519,900,000 | - | |
| 0023076987923000 | Rp 530,962,326 | TIDAK MEMENUHI PERSYARATAN TEKNIS DAN KUALIFIKASI | |
| 0025981879923000 | Rp 519,352,772 | tidak memenuhi Persyaratan Teknis | |
| 0029250727923000 | - | - | |
| 0029254133923000 | - | - | |
| 0932890320924000 | - | - | |
| 0852806652923000 | - | - | |
| 0018205476923000 | - | - | |
CV Raja Tanjung | 0029250370923000 | - | - |
| 0942057589923000 | - | - | |
| 0705929479924000 | - | - | |
Prima Fortune Electrik | 09*9**7****22**0 | - | - |
| 0029250180923000 | - | - | |
| 0942005984921000 | - | - | |
PT Golden Piping Indonesia | 03*3**1****11**0 | - | - |
| 0719372047921000 | - | - | |
| 0030296974922000 | - | - | |
| 0020437844921000 | - | - | |
| 0014153142923000 | - | - | |
| 0019709781923000 | - | - | |
| 0860092022922000 | - | - | |
| 0027036631923000 | - | - |
REKAPITULASI
PROGRAM : PENGELOLAAN DAN PENGEMBANGAN SISTEM AIR SISTEM PENYEDIAAN AIR MINUM
KEGIATAN : PENGELOLAAN DAN PENGEMBANGAN SISTEM AIR MINUM ( SPAM )DI DAERAH KABUPATEN/KOTA
PEKERJAAN : PENGEMBANGAN JARINGAN DISTRIBUSI DAN SAMBUNGAN RUMAH (SR) DI DESA LADOLIMATIMUR
LOKASI : KEC. KEO TENGAH - NAGEKEO
T.A : 2023
NILAI TKDN JUMLAH HARGA
No U R A I A N P E K E R J A A N JUMLAH HARGA
(%) KDN
A. PERSIAPAN 8.800.000,00 100,00 8.800.000,00
B. PENGADAAN DAN PEMASANGAN PIPA HDPE 142.912.017,56 24,49 35.004.541,33
C. PEKERJAAN BAK RESERVOIR 18 M³ 75.127.248,50 83,84 62.985.581,18
D. PENGADAAN DAN PEMASANGAN SAMBUNGAN RUMAH (100 SR) / I K K 267.668.055,36 37,29 99.806.587,84
E. PEKERJAAN FINISHING 1.000.000,00 100,00 1.000.000,00
I. BIAYA PEKERJAAN 495.507.321,42 207.596.710,35
II. PAJAK (11%) 54.505.805,36 22.835.638,14
III. TOTAL BIAYA (I+II) 550.013.126,77 230.432.348,49
PEMBULATAN 550.000.000,00 41,89 230.400.000,00
TERBILANG : LIMA RATUS LIMA PULUH JUTA RUPIAH
……………………
PENAWAR
CV/PT………………..
………………………….
………………………….
#VALUE!
RENCANA ANGGARAN DAN BIAYA
Program : PENGELOLAAN DAN PENGEMBANGAN SISTEM AIR SISTEM PENYEDIAAN AIR MINUM
Kegiatan : PENGELOLAAN DAN PENGEMBANGAN SISTEM AIR MINUM ( SPAM )DI DAERAH KABUPATEN/KOTA
Pekerjaan : PENGEMBANGAN JARINGAN DISTRIBUSI DAN SAMBUNGAN RUMAH (SR) DI DESA LADOLIMATIMUR
Lokasi : KEC. KEO TENGAH - NAGEKEO
Tahun Anggaran : 2023
RENCANA ANGGARAN DAN BIAYA
JUMLAH BIAYA
NO URAIAN PEKERJAAN SAT. VOL. HARGA SAT. JUMLAH HARGA NILAI TKDN (%)
KDN
1 2 3 4 5 6 = 4 x 5 7 8 = 7/100*6
A. PERSIAPAN
1 Pembersihan Awal Lokasi, mobilisasi dan administrasi Ls 1 ,00 500.000,00 500.000,00 1 00,00 500.000,00
2 Pengukuran dan Pematokan Ls 1 ,00 1.000.000,00 1.000.000,00 1 00,00 1.000.000,00
3 Pengadaan Air Kerja Ls 1 ,00 1.000.000,00 1.000.000,00 1 00,00 1.000.000,00
4 Pengujian Material ( JMF ) Ls 1 ,00 4.500.000,00 4.500.000,00 1 00,00 4.500.000,00
5 Sistem Manajemen Keselamatan dan Kesehatan Kerja (SMK3) Ls 1 ,00 1.500.000,00 1.500.000,00 1 00,00 1.500.000,00
6 Papan Nama Proyek Ls 1 ,00 300.000,00 300.000,00 1 00,00 300.000,00
JUMLAH HARGA A 8.800.000,00 1 00,00 8.800.000,00
B. PENGADAAN DAN PEMASANGAN PIPA HDPE
B1. PEKERJAAN ACCESIORIS PENGADAAN DAN PEMASANGAN PIPA HDPE
1 Pengadaan Pipa HDPE Ø 3/4" (SDR - 11 ; PN 16) 100 m' m' 7 50,00 28.553,06 21.414.797,00 2 9,88 6.399.750,00
2 Pengadaan Pipa HDPE Ø 1" (SDR - 11 ; PN 16) 100 m' m' 4 74,00 38.023,69 18.023.227,15 2 2,44 4.044.642,00
3 Pengadaan Pipa HDPE Ø 1.1/2" (SDR - 11 ; PN 16) 100 m' m' 1 .200,00 73.470,26 88.164.309,01 1 1,61 10.239.600,00
4 Copler PE Ø 1.1/2" Bh 1 2,00 86.222,06 1.034.664,74 4 5,82 474.083,38
5 Copler PE Ø 1" Bh 7,00 28.445,01 199.115,08 4 5,82 91.234,53
6 Copler PE Ø 3/4" Bh 8,00 24.657,51 197.260,09 4 5,82 90.384,58
7 End Cap PE Ø 1.1/2" Bh 2,00 50.412,51 100.825,02 4 5,82 46.198,03
8 End Cap PE Ø 3/4" Bh 3,00 13.547,51 40.642,54 4 5,82 18.622,41
9 Tee Copler PE Ø 3/4" Bh 2,00 32.909,21 65.818,42 4 5,82 30.158,00
10 Female Adaptor PE Ø 1.1/2" Bh 3,00 54.513,11 163.539,34 4 3,42 71.008,78
11 Female Adaptor PE Ø 3/4" Bh 1,00 15.835,16 15.835,16 4 3,42 6.875,63
1 29.420.034 1 6,62 2 1.512.557
B2. KONSTRUKSI PEMASANGAN PIPA HDPE
1 Galian Tanah Berbatu Pada Pemasangan Pipa m³ 9 6,96 127.650,00 12.376.944,00 1 00,00 12.376.944,00
#### Urugan Tanah Kembali m³ 2 4,24 46.000,00 1.115.040,00 1 00,00 1.115.040,00
JUMLAH HARGA B1. 1 3.491.984,00 1 00,00 1 3.491.984,00
JUMLAH HARGA B. ( B1. + B2. ) 142.912.017,56 2 4,49 35.004.541,33
C. PEKERJAAN BAK RESERVOIR 18 M³
C1. KONSTRUKSI PEKERJAAN BAK RESERVOIR 18 M³.
1 Galian Biasa m³ 9,60 63.250,00 607.200,00 1 00,00 607.200,00
2 Urugan Pasir di Bawah Pondasi m³ 0,64 261.337,90 167.256,26 1 00,00 167.256,26
3 Pas. Anstamping m³ 2,56 354.969,87 908.722,87 1 00,00 908.722,87
4 Pek. Pondasi Batu Kali/Gunung m³ 8,96 825.759,82 7.398.808,01 9 7,44 7.209.451,21
5 Urugan Tanah Peninggi Lantai m³ 2,70 46.000,00 124.200,00 1 00,00 124.200,00
6 Pekerjaan Beton Lantai Dalam Dan Luar f'c =9,8 Mpa ( k125 ) m³ 3,60 1.342.867,69 4.834.323,68 9 7,34 4.705.499,65
7 Pek Beton Bertulang Lantai Bak Reservoir
- Beton K 225 m³ 1,80 1.490.963,07 2.683.733,52 9 6,77 2.597.150,70
- Pembesian kg 2 65,75 19.622,63 5.214.691,34 5 9,08 3.080.915,51
- Bekisting m2 2 ,72 204.148,28 555.283,31 9 8,46 546.752,88
8 Pek Beton Bertulang Dinding Bak Reservoir
- Beton K 225 m³ 4,86 1.490.963,07 7.252.044,36 9 6,77 7.018.078,34
- Pembesian kg 6 28,64 19.622,63 12.335.666,59 5 9,08 7.288.091,29
- Bekisting m2 4 8,64 204.148,28 9.929.772,14 9 8,46 9.777.227,96
9 Pek Beton Bertulang Plat Penutup Bak Reservoir
- Beton K 225 m³ 1,16 1.490.963,07 1.723.553,30 9 6,77 1.667.947,90
- Pembesian kg 1 32,87 19.622,63 2.607.345,67 5 9,08 1.540.457,76
- Bekisting m2 9,00 204.148,28 1.837.334,48 9 8,46 1.809.108,79
10 Pek Beton Bertulang Box Over Flow
- Beton K 225 m³ 0,59 1.490.963,07 872.213,39 9 6,77 844.073,98
- Pembesian kg 5 5,01 19.622,63 1.079.414,39 5 9,08 637.733,73
- Bekisting m2 7,80 204.148,28 1.592.356,55 9 8,46 1.567.894,29
11 Acian Bak Reservoir Luar Dalam m² 8 5,16 34.009,68 2.896.264,33 9 8,76 2.860.380,04
12 Pengecatan Bak Reservoir Luar Dalam m² 8 5,16 44.835,05 3.818.152,86 1 00,00 3.818.152,86
13 Pek. Manhole Bak Reservor Unit 1,00 200.000,00 200.000,00 1 00,00 200.000,00
14 Pek. Anak Tangga luar dalam Pada Bak Reservoir Unit 2,00 500.000,00 1.000.000,00 1 00,00 1.000.000,00
15 Pipa Hawa Unit 1,00 200.000,00 200.000,00 1 00,00 200.000,00
16 Besi Siku 3 x 3 mˈ 3,89 293.450,00 1.141.520,50 5 4,87 626.401,88
17 Plat Baja Eser 3 mm m2 1,89 997.500,00 1.881.285,00 4 9,71 935.220,14
JUMLAH HARGA C1. 7 2.861.143 8 4,73 6 1.737.918
JUMLAH BIAYA
NO URAIAN PEKERJAAN SAT. VOL. HARGA SAT. JUMLAH HARGA NILAI TKDN (%)
KDN
C2. ACCESORIS PADA PEKERJAAN BAK RESERVOIR 18 M³.
1 Pipa GIP ∅ 1.1/2" Medium A m' 2,00 271.935,86 543.871,73 5 0,86 276.614,84
2 Pipa GIP ∅ 1" Medium A m' 1,00 191.915,81 191.915,81 5 3,63 102.922,55
3 Book/Knee 90° GIP ∅ 1" Bh 3,00 10.405,15 31.215,45 4 1,20 12.860,76
4 Book/Knee 90° GIP ∅ 1.1/2" Bh 6,00 20.457,93 122.747,59 4 1,20 50.572,01
5 Doble Nipple GIP ∅ 1.1/2" Bh 5,00 48.821,76 244.108,81 2 0,14 49.163,51
6 Doble Nipple GIP ∅ 1" Bh 5,00 29.076,26 145.381,31 2 0,14 29.279,80
7 Shocket GIP ∅ 1.1/2" Bh 1,00 23.036,46 23.036,46 5 8,09 13.381,88
8 Shocket GIP ∅ 1" Bh 1,00 21.468,44 21.468,44 5 8,09 12.471,01
9 Watermour GIP ∅ 1.1/2" Bh 2,00 47.555,73 95.111,45 5 7,63 54.812,73
10 Watermour GIP ∅ 1" Bh 2,00 34.883,76 69.767,52 5 7,63 40.207,02
11 Tee GIP ∅ 1.1/2" Bh 1,00 29.076,26 29.076,26 3 2,40 9.420,71
12 Tee GIP ∅ 1" Bh 1,00 23.268,76 23.268,76 3 2,40 7.539,08
13 Stop Kran GIP ∅ 1.1/2" Bh 1,00 406.563,76 406.563,76 9 5,15 386.845,42
14 Stop Kran GIP ∅ 1" Bh 1,00 130.707,51 130.707,51 9 5,15 124.368,20
15 Female Threaded Adaptor HDPE Ø 1.1/2" Bh 2,00 54.513,11 109.026,22 4 3,42 47.339,19
16 Female Threaded Adaptor HDPE Ø 1" Bh 1,00 22.339,56 22.339,56 4 3,42 9.699,84
17 Dop GIP Ø 1.1/2" Bh 1,00 56.499,28 56.499,28 3 5,69 20.164,59
JUMLAH HARGA C2. 2 .266.106 5 5,06 1 .247.663
JUMLAH HARGA C. ( C1. + C2. ) 75.127.248,50 8 3,84 62.985.581,18
D. PENGADAAN DAN PEMASANGAN SAMBUNGAN RUMAH (100 SR) / I K K
D1. ACCESIORIS PENGADAAN DAN PEMASANGAN SAMBUNGAN RUMAH (100 SR) / I K K.
1 Pipa GIP Φ 1/2" Medium A M' 1 .200,00 116.930,60 140.316.720,50 3 6,33 50.977.064,56
2 Long Boch GIP ∅ 1/2" Bh 4 00,00 51.298,83 20.519.533,92 3 6,33 7.454.746,67
3 Over Sock GIP ∅ 1/2" - 3/4" Bh 2 00,00 30.586,21 6.117.242,36 3 6,33 2.222.394,15
4 Water Meter ( 1,6 m³/h ) Bh 1 00,00 475.546,76 47.554.676,18 3 6,33 17.276.613,86
5 Double Nipple GIP ∅ 1/2" Bh 6 00,00 15.138,26 9.082.957,09 3 6,33 3.299.838,31
6 Water Mur GIP ∅ 1/2" Bh 2 00,00 30.237,76 6.047.552,36 3 6,33 2.197.075,77
7 Gate Valve / Stop Kran GIP ∅ 1/2" Bh 1 00,00 81.576,06 8.157.606,18 3 6,33 2.963.658,33
8 Tee GIP ∅ 1/2" Bh 1 00,00 15.719,01 1.571.901,18 3 6,33 571.071,70
9 Dop GIP ∅ 1/2" ( Drat Luar ) Bh 1 00,00 20.365,01 2.036.501,18 3 6,33 739.860,88
10 Boock GIP ∅ 1/2" Bh 1 00,00 5.073,86 507.386,43 3 6,33 184.333,49
11 Kran Air GIP ∅ 1/2" Bh 1 00,00 47.079,51 4.707.951,18 3 6,33 1.710.398,66
12 Box Meter Bh 1 00,00 99.523,76 9.952.376,18 3 6,33 3.615.698,27
13 Shocket GIP ∅ 1/2" Bh 2 00,00 16.241,69 3.248.337,36 3 6,33 1.180.120,96
14 Seltip Ls 1 0,00 75.000,00 750.000,00 3 6,33 272.475,00
15 Clamp Sadle GIP Ø 1-1/2″ - Ø1/2″ Bh 4 5,00 36.684,09 1.650.783,91 3 6,33 599.729,79
16 Clamp Sadle GIP Ø 3/4″ - Ø1/2″ Bh 1 5,00 19.986,26 299.793,93 3 6,33 108.915,13
17 Clamp Sadle GIP Ø 1″ - Ø1/2″ Bh 4 0,00 24.023,74 960.949,47 3 6,33 349.112,94
JUMLAH HARGA D1. 2 63.482.269 3 6,33 9 5.723.108
D2. KONSTRUKSI PADA PENGADAAN DAN PEMASANGAN SAMBUNGAN RUMAH (100 SR) / I K K.
1 Galian Tanah Pondasi m³ 1,35 63.250,00 85.387,50 1 00,00 85.387,50
#### Urug Tanah Bekas Galian m³ 0,34 46.000,00 15.525,00 1 00,00 15.525,00
#### Pengecoran Beton Bertulang Struktur K-125 m³ 2,70 1.342.867,69 3.625.742,76 9 7,34 3.529.124,74
#### Acian Beton m² 1 3,50 34.009,68 459.130,68 9 8,76 453.442,12
JUMLAH HARGA D2. 4 .185.786 9 7,56 4 .083.479
JUMLAH HARGA D. ( D1. + D2. ) 267.668.055,36 3 7,29 99.806.587,84
E. PEKERJAAN FINISHING
1 Pembersihan Akhir Lokasi Ls 1,00 500.000,00 500.000,00 1 00,00 500.000,00
2 Uji Coba Pengaliran Ls 1,00 500.000,00 500.000,00 1 00,00 500.000,00
JUMLAH HARGA E. 1.000.000,00 1 00,00 1.000.000,00
HARGA SATUAN UPAH BAHAN DAN ALAT
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
A. UPAH
1 Pekerja Org/hr 70.000,00
2 Tukang Org/hr 80.000,00
3 M a n d o r Org/hr 100.000,00
4 Operator Org/hr 150.000,00
5 Pembantu Operator Org/hr 75.000,00
6 Sopir / Driver (DT) Org/hr 75.000,00
7 Pembantu Sopir / Driver Org/hr 60.000,00
8 Mekanik Org/hr 100.000,00
9 Pembantu Mekanik Org/hr 75.000,00
10 Kepala Tukang Org/hr 90.000,00
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
I BAHAN
A PENGADAAN PIPA GIP
1 Pipa GIP 6 m' Ø 1/2″ m' 63.332,50
2 Pipa GIP 6 m' Ø 3/4″ m' 81.331,25
3 Pipa GIP 6 m' Ø 1″ m' 122.430,00
4 Pipa GIP 6 m' Ø 1-1/4″ m' 161.507,50
5 Pipa GIP 6 m' Ø 1-1/2″ m' 185.570,00
6 Pipa GIP 6 m' Ø 2″ m' 253.233,75
7 Pipa GIP 6 m' Ø 2-1/2″ m' 322.918,75
8 Pipa GIP 6 m' Ø 3″ m' 417.147,50
9 Pipa GIP 6 m' Ø 4″ m' 603.968,75
10 Pipa GIP 6 m' Ø 5″ m' 812.831,25
11 Pipa GIP 6 m' Ø 6″ m' 967.601,25
12 Pipa GIP 6 m' Ø 8″ m' 1.712.480,00
B ASSESIORIS GIP
1 Bock/Knee 90˚ GIP Ø 1/2″ Bh 4.985,25
2 Bock/Knee 90˚ GIP Ø 3/4″ Bh 7.038,00
3 Bock/Knee 90˚ GIP Ø 1″ Bh 10.263,75
4 Bock/Knee 90˚ GIP Ø 1-1/4″ Bh 16.422,00
5 Bock/Knee 90˚ GIP Ø 1-1/2″ Bh 20.217,00
6 Bock/Knee 90˚ GIP Ø 2″ Bh 32.257,50
7 Bock/Knee 90˚ GIP Ø 2-1/2″ Bh 61.582,50
8 Bock/Knee 90˚ GIP Ø 3″ Bh 93.840,00
9 Bock/Knee 90˚ GIP Ø 4″ Bh 170.085,00
10 Bock/Knee 90˚ GIP Ø 5″ Bh 469.200,00
11 Bock/Knee 90˚ GIP Ø 6″ Bh 674.475,00
12 Tee GIP Ø 1/2″ Bh 15.525,00
13 Tee GIP Ø 3/4″ Bh 21.275,00
14 Tee GIP Ø 1″ Bh 23.000,00
15 Tee GIP Ø 1-1/4″ Bh 21.700,50
16 Tee GIP Ø 1-1/2″ Bh 28.750,00
17 Tee GIP Ø 2″ Bh 41.400,00
18 Tee GIP Ø 2-1/2″ Bh 98.325,00
19 Tee GIP Ø 3″ Bh 144.325,00
20 Tee GIP Ø 4″ Bh 287.500,00
21 Tee GIP Ø 5″ Bh 586.500,00
22 Tee GIP Ø 6″ Bh 871.125,00
23 Dop GIP Ø 1/2″ Bh 20.125,00
24 Dop GIP Ø 3/4″ Bh 25.110,25
25 Dop GIP Ø 1″ Bh 32.148,25
26 Dop GIP Ø 1-1/4″ Bh 42.412,00
27 Dop GIP Ø 1-1/2″ Bh 55.901,50
28 Dop GIP Ø 2″ Bh 74.669,50
29 Dop GIP Ø 2-1/2″ Bh 112.792,00
30 Dop GIP Ø 3″ Bh 165.577,00
31 Dop GIP Ø 4″ Bh 87.975,00
32 Dop GIP Ø 5″ Bh 205.275,00
33 Dop GIP Ø 6″ Bh 293.250,00
34 Shocket GIP Ø 1/2″ Bh 16.042,50
35 Shocket GIP Ø 3/4″ Bh 18.112,50
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
36 Shocket GIP Ø 1″ Bh 21.217,50
37 Shocket GIP Ø 1-1/4″ Bh 22.770,00
38 Shocket GIP Ø 1-1/2″ Bh 22.770,00
39 Shocket GIP Ø 2″ Bh 30.475,00
40 Shocket GIP Ø 2-1/2″ Bh 43.987,50
41 Shocket GIP Ø 3″ Bh 64.515,00
42 Shocket GIP Ø 4″ Bh 105.570,00
43 Shocket GIP Ø 5″ Bh 249.262,50
44 Shocket GIP Ø 6″ Bh 322.575,00
45 Double Nipple GIP Ø 1/2″ Bh 14.950,00
46 Double Nipple GIP Ø 3/4″ Bh 21.850,00
47 Double Nipple GIP Ø 1″ Bh 28.750,00
48 Double Nipple GIP Ø 1-1/4″ Bh 35.650,00
49 Double Nipple GIP Ø 1-1/2″ Bh 48.300,00
50 Double Nipple GIP Ø 2″ Bh 63.250,00
51 Plug Ø 1/2″ Bh 3.519,00
52 Plug Ø 3/4″ Bh 4.398,75
53 Plug Ø 1″ Bh 5.865,00
54 Plug Ø 1-1/4″ Bh 8.797,50
55 Plug Ø 1-1/2″ Bh 10.263,75
56 Plug Ø 2″ Bh 14.662,50
57 Plug Ø 2-1/2″ Bh 29.325,00
58 Plug Ø 3″ Bh 41.055,00
59 Plug Ø 4″ Bh 73.312,50
60 Plug Ø 5″ Bh 190.612,50
61 Plug Ø 6″ Bh 219.937,50
62 Flange Drat Ø 1/2″ Bh 15.249,00
63 Flange Drat Ø 3/4″ Bh 21.114,00
64 Flange Drat Ø 1″ Bh 24.633,00
65 Flange Drat Ø 1-1/4″ Bh 35.190,00
66 Flange Drat Ø 1-1/2″ Bh 41.055,00
67 Flange Drat Ø 2″ Bh 50.025,00
68 Flange Drat Ø 2-1/2″ Bh 82.110,00
69 Flange Drat Ø 3″ Bh 105.570,00
70 Flange Drat Ø 4″ Bh 161.287,50
71 Flange Drat Ø 5″ Bh 213.325,00
72 Flange Drat Ø 6″ Bh 258.750,00
73 Gilbout Joint Ø 1/2″ Bh 24.610,00
74 Gilbout Joint Ø 3/4″ Bh 39.330,00
75 Gilbout Joint Ø 1″ Bh 62.790,00
76 Gilbout Joint Ø 1-1/4″ Bh 86.595,00
77 Gilbout Joint Ø 1-1/2″ Bh 112.125,00
78 Gilbout Joint Ø 2″ Bh 149.500,00
79 Gilbout Joint Ø 2-1/2″ Bh 169.625,00
80 Gilbout Joint Ø 3″ Bh 179.400,00
81 Gilbout Joint Ø 4″ Bh 200.445,00
82 Gilbout Joint Ø 5″ Bh 227.700,00
83 Gilbout Joint Ø 6″ Bh 231.150,00
84 Flanges Ø 1/2″ Bh 52.440,00
85 Flanges Ø 3/4″ Bh 86.250,00
86 Flanges Ø 1″ Bh 122.475,00
87 Flanges Ø 1-1/4″ Bh 132.250,00
88 Flanges Ø 1-1/2″ Bh 142.025,00
89 Flanges Ø 2″ Bh 169.050,00
90 Flanges Ø 2-1/2″ Bh 223.100,00
91 Flanges Ø 3″ Bh 276.000,00
92 Flanges Ø 4″ Bh 422.050,00
93 Flanges Ø 5″ Bh 517.500,00
94 Flanges Ø 6″ Bh 650.900,00
95 Gate Valve Flanges Ø 1/2″ Bh 9.775,00
96 Gate Valve Flanges Ø 3/4″ Bh 20.125,00
97 Gate Valve Flanges Ø 1″ Bh 29.440,00
98 Gate Valve Flanges Ø 1-1/4″ Bh 98.325,00
99 Gate Valve Flanges Ø 1-1/2″ Bh 142.025,00
100 Gate Valve Flanges Ø 2″ Bh 2.179.250,00
101 Gate Valve Flanges Ø 2-1/2″ Bh 2.817.500,00
102 Gate Valve Flanges Ø 3″ Bh 3.674.250,00
103 Gate Valve Flanges Ø 4″ Bh 5.060.000,00
104 Gate Valve Flanges Ø 5″ Bh 7.222.000,00
105 Gate Valve Flanges Ø 6″ Bh 10.465.000,00
106 Singgle Air Valve Flanges Ø 1/2″ Bh 511.750,00
107 Singgle Air Valve Flanges Ø 3/4″ Bh 563.500,00
108 Singgle Air Valve Flanges Ø 1″ Bh 632.500,00
109 Singgle Air Valve Flanges Ø 1-1/4″ Bh 718.750,00
110 Singgle Air Valve Flanges Ø 1-1/2″ Bh 741.750,00
111 Singgle Air Valve Flanges Ø 2″ Bh 759.000,00
112 Singgle Air Valve Flanges Ø 2-1/2″ Bh 776.250,00
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
113 Singgle Air Valve Flanges Ø 3″ Bh 977.500,00
114 Singgle Air Valve Flanges Ø 4″ Bh 1.377.700,00
115 Singgle Air Valve Flanges Ø 5″ Bh 1.667.500,00
116 Singgle Air Valve Flanges Ø 6″ Bh 2.921.000,00
117 Water Moer GIP Ø 1/2″ Bh 29.900,00
118 Water Moer GIP Ø 3/4″ Bh 32.200,00
119 Water Moer GIP Ø 1″ Bh 34.500,00
120 Water Moer GIP Ø 1-1/4″ Bh 35.765,00
121 Water Moer GIP Ø 1-1/2″ Bh 47.046,50
122 Water Moer GIP Ø 2″ Bh 67.447,50
123 Water Moer GIP Ø 2-1/2″ Bh 117.300,00
124 Water Moer GIP Ø 3″ Bh 219.305,00
125 Water Moer GIP Ø 4″ Bh 353.050,00
126 Water Moer GIP Ø 5″ Bh 615.825,00
127 Water Moer GIP Ø 6″ Bh 792.350,00
128 Boch M/F 90˚ Ø 1/2″ Bh 9.970,50
129 Boch M/F 90˚ Ø 3/4″ Bh 13.489,50
130 Boch M/F 90˚ Ø 1″ Bh 19.941,00
131 Boch M/F 90˚ Ø 1-1/4″ Bh 33.925,00
132 Boch M/F 90˚ Ø 1-1/2″ Bh 45.425,00
133 Boch M/F 90˚ Ø 2″ Bh 67.447,50
134 Boch M/F 90˚ Ø 2-1/2″ Bh 137.942,50
135 Boch M/F 90˚ Ø 3″ Bh 199.640,00
136 Boch M/F 90˚ Ø 4″ Bh 411.125,00
137 Boch M/F 90˚ Ø 5″ Bh 879.980,00
138 Boch M/F 90˚ Ø 6″ Bh 1.466.250,00
139 Steel Elbow 90˚ Ø 1/2″ Bh 5.865,00
140 Steel Elbow 90˚ Ø 3/4″ Bh 8.567,50
141 Steel Elbow 90˚ Ø 1″ Bh 13.225,00
142 Steel Elbow 90˚ Ø 1-1/4″ Bh 23.345,00
143 Steel Elbow 90˚ Ø 1-1/2″ Bh 29.670,00
144 Steel Elbow 90˚ Ø 2″ Bh 40.825,00
145 Steel Elbow 90˚ Ø 2-1/2″ Bh 63.940,00
146 Steel Elbow 90˚ Ø 3″ Bh 143.750,00
147 Steel Elbow 90˚ Ø 4″ Bh 245.525,00
148 Steel Elbow 90˚ Ø 5″ Bh 328.440,00
149 Steel Elbow 90˚ Ø 6″ Bh 500.825,00
150 Long boch 90˚ GIP Ø 1/2″ Bh 50.752,55
151 Long boch 90˚ GIP Ø 3/4″ Bh 62.100,00
152 Long boch 90˚ GIP Ø 1″ Bh 85.100,00
153 Long boch 90˚ GIP Ø 1-1/4″ Bh 124.200,00
154 Long boch 90˚ GIP Ø 1-1/2″ Bh 203.550,00
155 Long boch 90˚ GIP Ø 2″ Bh 223.100,00
156 Long boch 90˚ GIP Ø 2-1/2″ Bh 342.700,00
157 Long boch 90˚ GIP Ø 3″ Bh 649.750,00
158 Long boch 90˚ GIP Ø 4″ Bh 949.325,00
159 Long boch 90˚ GIP Ø 5″ Bh 1.267.300,00
160 Long boch 90˚ GIP Ø 6″ Bh 1.776.750,00
161 Gate valve watermeter flange Ø 1/2″ Bh 299.000,00
162 Gate valve watermeter flange Ø 3/4″ Bh 368.000,00
163 Gate valve watermeter flange Ø 1″ Bh 552.000,00
164 Gate valve watermeter flange Ø 1-1/4″ Bh 615.250,00
165 Gate valve watermeter flange Ø 1-1/2″ Bh 1.408.750,00
166 Gate valve watermeter flange Ø 2″ Bh 2.530.000,00
167 Gate valve watermeter flange Ø 2-1/2″ Bh 3.565.000,00
168 Gate valve watermeter flange Ø 3″ Bh 4.025.000,00
169 Gate valve watermeter flange Ø 4″ Bh 4.197.500,00
170 Gate valve watermeter flange Ø 5″ Bh 6.037.500,00
171 Gate valve watermeter flange Ø 6″ Bh 10.925.000,00
172 Stop Kran Ø 1/2″ Bh 80.730,00
173 Stop Kran Ø 3/4″ Bh 98.900,00
174 Stop Kran Ø 1″ Bh 129.375,00
175 Stop Kran Ø 1-1/4″ Bh 270.250,00
176 Stop Kran Ø 1-1/2″ Bh 402.500,00
177 Stop Kran Ø 2″ Bh 512.555,00
178 Stop Kran Ø 2-1/2″ Bh 1.086.175,00
179 Stop Kran Ø 3″ Bh 1.702.000,00
180 Stop Kran Ø 4″ Bh 2.702.500,00
181 Stop Kran Ø 5″ Bh 6.325.000,00
182 Stop Kran Ø 6″ Bh 8.625.000,00
183 Kran Air Ø 1/2″ Bh 46.575,00
184 Kran Air Ø 3/4″ Bh 67.275,00
185 Kran Air Ø 1″ Bh 77.625,00
186 Kran Air Ø 1-1/4″ Bh 117.875,00
187 Kran Air Ø 1-1/2″ Bh 181.125,00
188 Kran Air Ø 2″ Bh 244.375,00
189 Kran Air Ø 2-1/2″ Bh 307.625,00
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
190 Kran Air Ø 3″ Bh 416.875,00
191 Kran Air Ø 4″ Bh 526.125,00
192 Kran Air Ø 5″ Bh 635.375,00
193 Kran Air Ø 6″ Bh 744.625,00
194 Reducer Tee GIP Ø 1/2″ Bh 9.775,00
195 Reducer Tee GIP Ø 3/4″ Bh 11.040,00
196 Reducer Tee GIP Ø 1″ Bh 18.975,00
197 Reducer Tee GIP Ø 1-1/4″ Bh 24.495,00
198 Reducer Tee GIP Ø 1-1/2″ Bh 29.325,00
199 Reducer Tee GIP Ø 2″ Bh 69.000,00
200 Reducer Tee GIP Ø 2-1/2″ Bh 74.750,00
201 Reducer Tee GIP Ø 3″ Bh 123.165,00
202 Reducer Tee GIP Ø 4″ Bh 222.870,00
203 Reducer Tee GIP Ø 5″ Bh 586.500,00
204 Reducer Tee GIP Ø 6″ Bh 791.775,00
205 Clamp Sadle GIP Ø 3/4″ - Ø1/2″ Bh 19.750,00
206 Clamp Sadle GIP Ø 1″ - Ø1/2″ Bh 23.747,50
207 Clamp Sadle GIP Ø 1″ - Ø 1″ Bh 26.795,00
208 Clamp Sadle GIP Ø 1-1/4″ - Ø1/2″ Bh 17.595,00
209 Clamp Sadle GIP Ø 1-1/4″ - Ø 3/4″ Bh 20.987,50
210 Clamp Sadle GIP Ø 1-1/4″ - Ø 1″ Bh 24.552,50
211 Clamp Sadle GIP Ø 1-1/4″ - Ø 1-1/4″ Bh 28.290,00
212 Clamp Sadle GIP Ø 1-1/2″ - Ø1/2″ Bh 36.282,50
213 Clamp Sadle GIP Ø 1-1/2″ - Ø 1″ Bh 40.537,50
214 Clamp Sadle GIP Ø 1-1/2″ - Ø 1-1/4″ Bh 44.965,00
215 Clamp Sadle GIP Ø 2″ - Ø 3/4″ Bh 29.900,00
216 Clamp Sadle GIP Ø 2″ - Ø 1″ Bh 30.475,00
217 Clamp Sadle GIP Ø 2″ - Ø 1-1/4″ Bh 31.222,50
218 Clamp Sadle GIP Ø 2″ - Ø 2″ Bh 32.717,50
219 Clamp Sadle GIP Ø 3/4″ - Ø 2.1/2″ Bh 41.400,00
220 Clamp Sadle GIP Ø 3″ - Ø 3/4″ Bh 49.622,50
221 Clamp Sadle GIP Ø 3″ - Ø 1″ Bh 50.025,00
222 Clamp Sadle GIP Ø 3″ - Ø 1-1/4″ Bh 50.772,50
223 Clamp Sadle GIP Ø 3″ - Ø 1-1/2″ Bh 51.520,00
224 Clamp Sadle GIP Ø 3″ - Ø 2.″ Bh 52.267,50
225 Clamp Sadle GIP Ø 3″ - Ø 3″ Bh 53.015,00
226 Clamp Sadle GIP Ø 4″ - Ø 3/4″ Bh 56.752,50
227 Clamp Sadle GIP Ø 4″ - Ø 1″ Bh 69.690,00
228 Clamp Sadle GIP Ø 4″ - Ø 1-1/4″ Bh 89.010,00
229 Clamp Sadle GIP Ø 4″ - Ø 1-1/2″ Bh 114.712,50
241 Clamp Sadle GIP Ø 6″ - Ø 3/4″ Bh 98.440,00
242 Clamp Sadle GIP Ø 6″ - Ø 1″ Bh 104.535,00
243 Clamp Sadle GIP Ø 6″ - Ø 1-1/4″ Bh 110.630,00
244 Clamp Sadle GIP Ø 6″ - Ø 1-1/2″ Bh 123.107,50
245 Clamp Sadle GIP Ø 6″ - Ø 2.″ Bh 145.417,50
246 Clamp Sadle GIP Ø 6″ - Ø 3″ Bh 177.560,00
247 Clamp Sadle GIP Ø 6″ - Ø 4″ Bh 219.535,00
248 Reduser Copler SDR 11 hdpe Ø 3/4″ - Ø 3/4″ Bh 22.195,00
249 Reduser Copler SDR 11 hdpe Ø 1″ - Ø 3/4″ Bh 25.875,00
250 Reduser Copler SDR 11 hdpe Ø 1″ - Ø 1″ Bh 41.055,00
251 Reduser Copler SDR 11 hdpe Ø 1-1/4″ - Ø 3/4″ Bh 41.630,00
252 Reduser Copler SDR 11 hdpe Ø 1-1/4″ - Ø 1″ Bh 42.435,00
253 Reduser Copler SDR 11 hdpe Ø 1-1/4″ - Ø 1-1/4″ Bh 43.125,00
254 Reduser Copler SDR 11 hdpe Ø 1-1/2″ - Ø 1″ Bh 71.300,00
255 Reduser Copler SDR 11 hdpe Ø 1-1/2″ - Ø 1-1/4″ Bh 72.795,00
256 Reduser Copler SDR 11 hdpe Ø 1-1/2″ - Ø 1-1/2″ Bh 83.605,00
257 Reduser Copler SDR 11 hdpe Ø 2″ - Ø 1-1/4″ Bh 114.885,00
258 Reduser Copler SDR 11 hdpe Ø 2″ - Ø 1-1/2″ Bh 115.460,00
259 Reduser Copler SDR 11 hdpe Ø 2″ - Ø 2″ Bh 155.250,00
260 Reduser Copler SDR 11 hdpe Ø 3″ - Ø1/2″ Bh 184.920,00
261 Reduser Copler SDR 11 hdpe Ø 3″ - Ø 3″ Bh 316.825,00
262 Reduser Copler SDR 11 hdpe Ø 4″ - Ø 3″ Bh 509.375,00
263 Reduser Copler SDR 11 hdpe Ø 4″ - Ø 4″ Bh 534.843,75
264 Reduser Tee hdpe Ø 3/4″ - Ø 3/4″ Bh -
265 Reduser Tee hdpe Ø 1″ - Ø 3/4″ Bh 39.905,00
266 Reduser Tee hdpe Ø 1″ - Ø 1″ Bh -
267 Reduser Tee hdpe Ø 1-1/4″ - Ø 1″ Bh 67.505,00
268 Reduser Tee hdpe Ø 1-1/4″ - Ø 1-1/4″ Bh -
269 Reduser Tee hdpe Ø 1-1/2″ - Ø 1-1/2″ Bh -
270 Reduser Tee hdpe Ø 2″ - Ø 2″ Bh -
271 Reduser Tee hdpe Ø 3″ - Ø1/2″ Bh -
272 Reduser Tee hdpe Ø 3″ - Ø 3″ Bh -
273 Tee All Flange Ø 2″ - Ø 2″ Bh 75.000,00
274 Tee All Flange Ø 2″ - Ø 3/4″ Bh 34.000,00
275 Tee All Flange Ø 2″ - Ø 1-1/4″ Bh 53.125,00
276 Tee All Flange Ø 2″ - Ø 1-1/2″ Bh 69.625,00
277 Tee All Flange Ø 2″ - Ø 2″ Bh 75.000,00
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
278 Tee All Flange Ø 1″ - Ø 2.1/2″ Bh 93.750,00
279 Tee All Flange Ø 2″ - Ø 2.1/2″ Bh -
280 Tee All Flange Ø 3″ - Ø 3/4″ Bh 79.375,00
281 Tee All Flange Ø 3″ - Ø 1″ Bh 80.000,00
282 Tee All Flange Ø 3″ - Ø 1-1/4″ Bh 96.750,00
283 Tee All Flange Ø 3″ - Ø 1-1/2″ Bh 103.000,00
284 Tee All Flange Ø 3″ - Ø 2.″ Bh 116.875,00
285 Tee All Flange Ø 3″ - Ø 3″ Bh 133.875,00
286 Tee All Flange Ø 4″ - Ø1/2″ Bh 140.750,00
287 Tee All Flange Ø 4″ - Ø 3/4″ Bh 153.250,00
288 Tee All Flange Ø 4″ - Ø 1″ Bh 170.125,00
289 Tee All Flange Ø 4″ - Ø 1-1/4″ Bh 188.875,00
290 Tee All Flange Ø 4″ - Ø 1-1/2″ Bh 207.625,00
291 Tee All Flange Ø 4″ - Ø 2.″ Bh 226.375,00
292 Tee All Flange Ø 4″ - Ø 3″ Bh 238.875,00
293 Tee All Flange Ø 4″ - Ø 4″ Bh 242.250,00
294 Tee All Flange Ø 5″ - Ø1/2″ Bh 249.125,00
295 Tee All Flange Ø 5″ - Ø 3/4″ Bh 261.625,00
296 Tee All Flange Ø 5″ - Ø 1″ Bh 278.500,00
297 Tee All Flange Ø 5″ - Ø 1-1/4″ Bh 309.750,00
298 Tee All Flange Ø 5″ - Ø 1-1/2″ Bh 353.500,00
299 Tee All Flange Ø 5″ - Ø 2.″ Bh 411.000,00
300 Tee All Flange Ø 5″ - Ø 3″ Bh 467.250,00
301 Tee All Flange Ø 5″ - Ø 4″ Bh 530.375,00
302 Tee All Flange Ø 5″ - Ø 5″ Bh 637.500,00
303 Tee All Flange Ø 6″ - Ø1/2″ Bh 666.875,00
304 Tee All Flange Ø 6″ - Ø 3/4″ Bh 679.375,00
305 Tee All Flange Ø 6″ - Ø 1″ Bh 696.250,00
306 Tee All Flange Ø 6″ - Ø 1-1/4″ Bh 713.125,00
307 Tee All Flange Ø 6″ - Ø 1-1/2″ Bh 730.000,00
308 Tee All Flange Ø 6″ - Ø 2.″ Bh 746.875,00
309 Tee All Flange Ø 6″ - Ø 3″ Bh 763.750,00
310 Tee All Flange Ø 6″ - Ø 4″ Bh 780.625,00
311 Tee All Flange Ø 6″ - Ø 5″ Bh 797.500,00
312 Tee All Flange Ø 6″ - Ø 6″ Bh 860.625,00
313 Tee All Flange - Bh -
314 Over Sock GIP Ø 3/4″ - Ø1/2″ Bh 27.715,00
315 Over Sock GIP Ø 3/4″ - Ø 3/4″ Bh 30.245,00
316 Over Sock GIP Ø 1″ - Ø1/2″ Bh 32.947,50
317 Over Sock GIP Ø 1″ - Ø 3/4″ Bh 35.822,50
318 Over Sock GIP Ø 1″ - Ø 1″ Bh 38.870,00
319 Over Sock GIP Ø 1-1/4″ - Ø1/2″ Bh 29.670,00
320 Over Sock GIP Ø 1-1/4″ - Ø 3/4″ Bh 33.062,50
321 Over Sock GIP Ø 1-1/4″ - Ø 1″ Bh 36.627,50
322 Over Sock GIP Ø 1-1/4″ - Ø 1-1/4″ Bh 40.365,00
323 Over Sock GIP Ø 1-1/2″ - Ø1/2″ Bh 44.275,00
324 Over Sock GIP Ø 1-1/2″ - Ø 3/4″ Bh 48.357,50
325 Over Sock GIP Ø 1-1/2″ - Ø 1″ Bh 52.612,50
326 Over Sock GIP Ø 1-1/2″ - Ø 1-1/4″ Bh 57.040,00
327 Over Sock GIP Ø 1-1/2″ - Ø 1-1/2″ Bh 61.640,00
328 Over Sock GIP Ø 2″ - Ø1/2″ Bh 40.825,00
329 Over Sock GIP Ø 2″ - Ø 3/4″ Bh 41.975,00
330 Over Sock GIP Ø 2″ - Ø 1″ Bh 42.550,00
331 Over Sock GIP Ø 2″ - Ø 1-1/4″ Bh 43.297,50
332 Over Sock GIP Ø 2″ - Ø 1-1/2″ Bh 44.045,00
333 Over Sock GIP Ø 2″ - Ø 2″ Bh -
334 Over Sock GIP Ø 1″ - Ø 2.1/2″ Bh 248.860,00
335 Over Sock GIP Ø 2″ - Ø 2.1/2″ Bh -
336 Famale Thread Tee HDPE Ø 1/2″ Bh 17.480,00
337 Famale Thread Tee HDPE Ø 3/4″ Bh 26.565,00
338 Famale Thread Tee HDPE Ø 1″ Bh 38.755,00
339 Famale Thread Tee HDPE Ø 1-1/4″ Bh 66.815,00
340 Famale Thread Tee HDPE Ø 1-1/2″ Bh 106.375,00
341 Famale Thread Tee HDPE Ø 2″ Bh 175.720,00
342 Famale Thread Tee HDPE Ø 2-1/2″ Bh 460.000,00
343 Famale Thread Tee HDPE Ø 3″ Bh 483.460,00
344 Famale Thread Tee HDPE Ø 4″ Bh 616.630,00
345 Elbow Flange GIP Ø 3″ Bh 278.300,00
346 Elbow Flange GIP Ø 4″ Bh 571.550,00
347 Elbow Flange GIP Ø 5″ Bh 1.468.550,00
348 Elbow Flange GIP Ø 6″ Bh 2.040.100,00
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
II BAHAN
A PENGADAAN PIPA HDPE
1 Pipa HDPE Ø 1/2″ P = 100 m' m' 7.738,50
2 Pipa HDPE Ø 3/4″ P = 100 m' m' 11.665,50
3 Pipa HDPE Ø 1″ P = 100 m' m' 18.711,00
4 Pipa HDPE Ø 1-1/4″ P = 100 m' m' 29.568,00
5 Pipa HDPE Ø 1-1/2″ P = 100 m' m' 45.738,00
6 Pipa HDPE Ø 2″ P = 50 m' m' 72.303,00
7 Pipa HDPE Ø 2-1/2″ P = 50 m' m' 100.947,00
8 Pipa HDPE Ø 3″ P = 6 m' m' 146.338,50
9 Pipa HDPE Ø 4″ P = 6 m' m' 216.793,50
10 Pipa HDPE Ø 5″ P = 6 m' m' 280.665,00
11 Pipa HDPE Ø 6″ P = 6 m' m' 460.152,00
12 Pipa HDPE Ø 8″ P = 6 m' m' 717.255,00
B ASSESIORIS HDPE
1 Copler HDPE Ø 1/2″ Bh 18.875,00
2 Copler HDPE Ø 3/4″ Bh 24.375,00
3 Copler HDPE Ø 1″ Bh 28.125,00
4 Copler HDPE Ø 1-1/4″ Bh 76.000,00
5 Copler HDPE Ø 1-1/2″ Bh 85.330,00
6 Copler HDPE Ø 2″ Bh 245.000,00
7 Copler HDPE Ø 2-1/2″ Bh 460.000,00
8 Copler HDPE Ø 3″ Bh 571.250,00
9 Copler HDPE Ø 4″ Bh 1.221.250,00
10 Copler HDPE Ø 5″ Bh 1.871.250,00
11 Copler HDPE Ø 6″ Bh 2.521.250,00
12 Elbow 90˚ Ø 1/2″ Bh 36.300,00
13 Elbow 90˚ Ø 3/4″ Bh 46.200,00
14 Elbow 90˚ Ø 1″ Bh 56.100,00
15 Elbow 90˚ Ø 1-1/4″ Bh 126.500,00
16 Elbow 90˚ Ø 1-1/2″ Bh 168.300,00
17 Elbow 90˚ Ø 2″ Bh 204.600,00
18 Elbow 90˚ Ø 2-1/2″ Bh 394.900,00
19 Elbow 90˚ Ø 3″ Bh 490.600,00
20 Elbow 90˚ Ø 4″ Bh 1.015.300,00
21 Elbow 90˚ Ø 5″ Bh 1.375.000,00
22 Elbow 90˚ Ø 6″ Bh 2.145.000,00
23 Tee 90˚ HDPE Ø 1/2″ Bh 19.665,00
24 Tee 90˚ HDPE Ø 3/4″ Bh 32.545,00
25 Tee 90˚ HDPE Ø 1″ Bh 45.770,00
26 Tee 90˚ HDPE Ø 1-1/4″ Bh 27.140,00
27 Tee 90˚ HDPE Ø 1-1/2″ Bh 142.600,00
28 Tee 90˚ HDPE Ø 2″ Bh 236.900,00
29 Tee 90˚ HDPE Ø 2-1/2″ Bh 335.455,00
30 Tee 90˚ HDPE Ø 3″ Bh 509.795,00
31 Tee 90˚ HDPE Ø 4″ Bh 864.225,00
32 Tee 90˚ HDPE Ø 5″ Bh 2.219.500,00
33 Tee 90˚ HDPE Ø 6″ Bh 2.817.500,00
34 End Cap hdpe Ø 1/2″ Bh 9.375,00
35 End Cap hdpe Ø 3/4″ Bh 13.375,00
36 End Cap hdpe Ø 1″ Bh 17.625,00
37 End Cap hdpe Ø 1-1/4″ Bh 29.500,00
38 End Cap hdpe Ø 1-1/2″ Bh 49.875,00
39 End Cap hdpe Ø 2″ Bh 85.125,00
40 End Cap hdpe Ø 2-1/2″ Bh 123.875,00
41 End Cap hdpe Ø 3″ Bh 199.625,00
42 End Cap hdpe Ø 4″ Bh 336.750,00
43 End Cap hdpe Ø 5″ Bh 1.156.250,00
44 End Cap hdpe Ø 6″ Bh 1.562.500,00
45 Stub End hdpe Ø 1/2″ Bh 13.200,00
46 Stub End hdpe Ø 3/4″ Bh 18.700,00
47 Stub End hdpe Ø 1″ Bh 22.000,00
48 Stub End hdpe Ø 1-1/4″ Bh 27.500,00
49 Stub End hdpe Ø 1-1/2″ Bh 31.900,00
50 Stub End hdpe Ø 2″ Bh 41.800,00
51 Stub End hdpe Ø 2-1/2″ Bh 58.300,00
52 Stub End hdpe Ø 3″ Bh 88.000,00
53 Stub End hdpe Ø 4″ Bh 134.200,00
54 Stub End hdpe Ø 5″ Bh 245.300,00
55 Stub End hdpe Ø 6″ Bh 312.400,00
56 Water Meter ( 1,6 m³/h ) Bh 470.800,00
57 Box Meter Bh 98.500,00
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
58 Trastang dia 6 mm Bh 11.000,00
59 Trastang dia 8 mm Bh 14.300,00
60 Trastang dia 10 mm Bh 19.800,00
61 Trastang dia 12 mm Bh 27.500,00
62 Trastang dia 16 mm Bh 99.000,00
63 Trastang dia 22 mm Bh 121.000,00
64 Clamp Pengunci Sling dia 6 mm Bh 6.050,00
65 Clamp Pengunci Sling dia 8 mm Bh 8.250,00
66 Clamp Pengunci Sling dia 10 mm Bh 15.400,00
67 Clamp Pengunci Sling dia 12 mm Bh 20.350,00
68 Clamp Pengunci Sling dia 16 mm Bh 27.500,00
69 Clamp Pengunci Sling dia 22 mm Bh 34.650,00
70 Jangkar BJ 32 Begel U Bh 165.000,00
71 Sling dia 6 mm (1000 m') m' 9.000,75
72 Sling dia 8 mm (1000 m') m' 9.314,25
73 Sling dia 10 mm (500 m') m' 9.768,00
74 Sling dia 12 mm (500 m') m' 10.395,00
75 Sling dia 16 mm (500 m') m' 11.484,00
76 Sling dia 22 mm (500 m') m' 14.490,30
77 Paking Karet Ø 1/2″ Bh 86.250,00
78 Paking Karet Ø 3/4″ Bh 92.575,00
79 Paking Karet Ø 1″ Bh 97.750,00
80 Paking Karet Ø 1-1/4″ Bh 104.075,00
81 Paking Karet Ø 1-1/2″ Bh 109.250,00
82 Paking Karet Ø 2″ Bh 115.000,00
83 Paking Karet Ø 2-1/2″ Bh 120.750,00
84 Paking Karet Ø 3″ Bh 143.750,00
85 Paking Karet Ø 4″ Bh 149.500,00
86 Paking Karet Ø 5″ Bh 202.400,00
87 Paking Karet Ø 6″ Bh 218.500,00
88 Baut Bh 16.500,00
89 Repair Sadle hdpe Ø 1/2″ Bh 368.000,00
90 Repair Sadle hdpe Ø 3/4″ Bh 488.750,00
91 Repair Sadle hdpe Ø 1″ Bh 655.500,00
92 Repair Sadle hdpe Ø 1-1/4″ Bh 747.500,00
93 Repair Sadle hdpe Ø 1-1/2″ Bh 862.500,00
94 Repair Sadle hdpe Ø 2″ Bh 1.010.850,00
95 Repair Sadle hdpe Ø 2-1/2″ Bh 1.063.750,00
96 Repair Sadle hdpe Ø 3″ Bh 1.104.000,00
97 Repair Sadle hdpe Ø 4″ Bh 1.380.000,00
98 Repair Sadle hdpe Ø 5″ Bh 1.495.000,00
99 Repair Sadle hdpe Ø 6″ Bh 1.840.000,00
100 Check Valve Drat Ø 1/2″ Bh 244.950,00
101 Check Valve Drat Ø 3/4″ Bh 295.550,00
102 Check Valve Drat Ø 1″ Bh 417.450,00
103 Check Valve Drat Ø 1-1/4″ Bh 516.350,00
104 Check Valve Drat Ø 1-1/2″ Bh 711.850,00
105 Check Valve Drat Ø 2″ Bh 1.076.400,00
106 Check Valve Drat Ø 2-1/2″ Bh 2.287.350,00
107 Male Threaded Adaptor Ø 1/2″ Bh 8.050,00
108 Male Threaded Adaptor Ø 3/4″ Bh 12.535,00
109 Male Threaded Adaptor Ø 1″ Bh 16.445,00
110 Male Threaded Adaptor Ø 1-1/4″ Bh 28.060,00
111 Male Threaded Adaptor Ø 1-1/2″ Bh 48.990,00
112 Male Threaded Adaptor Ø 2″ Bh 78.660,00
113 Male Threaded Adaptor Ø 2-1/2″ Bh 112.355,00
114 Male Threaded Adaptor Ø 3″ Bh 183.425,00
115 Male Threaded Adaptor Ø 4″ Bh 297.965,00
116 Female Threaded Adaptor Ø 1/2″ Bh 10.695,00
117 Female Threaded Adaptor Ø 3/4″ Bh 15.640,00
118 Female Threaded Adaptor Ø 1″ Bh 22.080,00
119 Female Threaded Adaptor Ø 1-1/4″ Bh 35.995,00
120 Female Threaded Adaptor Ø 1-1/2″ Bh 53.935,00
121 Female Threaded Adaptor Ø 2″ Bh 88.090,00
122 Female Threaded Adaptor Ø 2-1/2″ Bh 123.510,00
123 Female Threaded Adaptor Ø 3″ Bh 194.350,00
124 Female Threaded Adaptor Ø 4″ Bh 320.045,00
C BAHAN
1 Pasir m3 97.750,00
2 Batu Pecah 2 - 4 m3 322.000,00
3 Besi polos Kg 9.239,86
4 Batu Kali m3 100.050,00
5 Kawat Ikat Kg 23.110,32
6 Tripleks 9 mm lbr 150.000,00
7 Kayu Usuk m3 3.200.000,00
8 Paku > 5 cm Kg 22.000,00
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
9 Semen / Pc 40 Kg Zak 55.577,61
10 Batu Bata (Merah) Bh 1.300,00
11 Koral Beton m3 126.500,00
12 Kabel Seling m' 61.200,00
13 Cat Dinding kg 75.000,00
14 Plamir kg 25.000,00
15 Penggantung Ø 10 mm (BJ-32 Polos) Kg 11.500,00
16 Bronjong Unit 412.550,00
HARGA SATUAN
NO. U R A I A N SAT. KET.
( RP )
1 2 3 4 5
C. ALAT
1 Dump Truck Jam 297.964,25
2 Mesin Las Jam 748.510,74
3 Excavator Jam 437.307,25
4 Wheel Loader Jam 431.794,06
5 Stone Cruiser Jam 539.030,28
6 Concrete Mixer Jam 38.876,97
7 Pompa Tes Tekan Jam 206.555,46
ANALISA RENCANA ANGGARAN BIAYA ANGKUTAN
Program : PENGELOLAAN DAN PENGEMBANGAN SISTEM AIR SISTEM PENYEDIAAN AIR MINUM
Kegiatan : PENGELOLAAN DAN PENGEMBANGAN SISTEM AIR MINUM ( SPAM )DI DAERAH KABUPATEN/KOTA
Pekerjaan : PENGEMBANGAN JARINGAN DISTRIBUSI DAN SAMBUNGAN RUMAH (SR) DI DESA LADOLIMATIMUR
Lokasi : KEC. KEO TENGAH - NAGEKEO
Tahun Anggaran : 2023
Volume Panjang Pipa Panjang Total Biaya Kirim Biaya Kirim Biaya Kirim Biaya Kirim Total Biaya kirim
Container/Truck (Roll / Btg) / Container/Truck dr Pelbh Sby dr Pelbh Sby dr Pel. di NTT dr Pelbh. di NTT ke lokasi
No. Diameter
(Roll / Btg) (M') (M') ke Pelbh NTT ke Pelbh NTT ke Lokasi ke Lokasi Sementara
(Rp./ Container) (Rp./ M') (Rp./ Truck') (Rp./ M') (Rp.M')
1 2 3 4 5 = (4 x 3) 6 7 = (6/5) 8 9 = (8/5) 10 = (7+9)
1 Pipa PE. Ǿ 0,5" (20 mm) 3 5,00 Roll 100,00 3.500,00 12.000.000,00 3.428,57 500.000,00 142,86 3.571,43
2 Pipa PE. Ǿ 3/4" (25 mm) 3 0,00 Roll 100,00 3.000,00 12.000.000,00 4.000,00 500.000,00 166,67 4.166,67
3 Pipa PE. Ǿ 1" (32 mm) 2 8,00 Roll 100,00 2.800,00 12.000.000,00 4.285,71 500.000,00 178,57 4.464,29
4 Pipa PE. Ǿ 1,1/4" (40 mm) 2 7,00 Roll 100,00 2.700,00 12.000.000,00 4.444,44 500.000,00 185,19 4.629,63
5 Pipa PE. Ǿ 1,5" (50 mm) 2 5,00 Roll 100,00 2.500,00 12.000.000,00 4.800,00 500.000,00 200,00 5.000,00
6 Pipa PE. Ǿ 2" (63 mm) 2 2,00 Roll 100,00 2.200,00 12.000.000,00 5.454,55 500.000,00 227,27 5.681,82
7 Pipa PE. Ǿ 2,5" (75 mm) 1 9,00 Roll 50,00 950,00 12.000.000,00 12.631,58 500.000,00 526,32 13.157,89
8 Pipa PE. Ǿ 3" (90 mm) 1 7,00 Roll 50,00 850,00 12.000.000,00 14.117,65 500.000,00 588,24 14.705,88
9 Pipa PE. Ǿ 4" (110 mm) 4 50,00 Btg 6,00 2.700,00 12.000.000,00 4.444,44 500.000,00 185,19 4.629,63
10 Pipa PE. Ǿ 5" (125 mm) 3 50,00 Btg 6,00 2.100,00 12.000.000,00 5.714,29 500.000,00 238,10 5.952,38
11 Pipa PE. Ǿ 6" (160 mm) 3 00,00 Btg 6,00 1.800,00 12.000.000,00 6.666,67 500.000,00 277,78 6.944,44
12 Pipa PE. Ǿ8" (200 mm) 2 50,00 Btg 6,00 1.500,00 12.000.000,00 8.000,00 500.000,00 333,33 8.333,33
13 Pipa GIP. Ǿ 1/2" 1 .000,00 Btg 6,00 6.000,00 12.000.000,00 2.000,00 500.000,00 83,33 2.083,33
14 Pipa GIP. Ǿ 3/4" 9 75,00 Btg 6,00 5.850,00 12.000.000,00 2.051,28 500.000,00 85,47 2.136,75
15 Pipa GIP. Ǿ 1" 9 20,00 Btg 6,00 5.520,00 12.000.000,00 2.173,91 500.000,00 90,58 2.264,49
16 Pipa GIP. Ǿ 1,1/4" 7 55,00 Btg 6,00 4.530,00 12.000.000,00 2.649,01 500.000,00 110,38 2.759,38
16 Pipa GIP. Ǿ 1,5" 8 20,00 Btg 6,00 4.920,00 12.000.000,00 2.439,02 500.000,00 101,63 2.540,65
17 Pipa GIP. Ǿ 2" 7 00,00 Btg 6,00 4.200,00 12.000.000,00 2.857,14 500.000,00 119,05 2.976,19
18 Pipa GIP. Ǿ 2,5" 6 55,00 Btg 6,00 3.930,00 12.000.000,00 3.053,44 500.000,00 127,23 3.180,66
19 Pipa GIP. Ǿ 3" 3 94,00 Btg 6,00 2.364,00 12.000.000,00 5.076,14 500.000,00 211,51 5.287,65
20 Pipa GIP. Ǿ 4" 2 76,00 Btg 6,00 1.656,00 12.000.000,00 7.246,38 500.000,00 301,93 7.548,31
21 Pipa GIP. Ǿ 5" 2 14,00 Btg 6,00 1.284,00 12.000.000,00 9.345,79 500.000,00 389,41 9.735,20
22 Pipa GIP. Ǿ 6" 1 74,00 Btg 6,00 1.044,00 12.000.000,00 11.494,25 500.000,00 478,93 11.973,18
23 Pipa GIP. Ǿ 8" 1 30,00 Btg 6,00 780,00 12.000.000,00 15.384,62 500.000,00 641,03 16.025,64
ANALISA HARGA PIPA DILOKASI SEMENTARA
Program : PENGELOLAAN DAN PENGEMBANGAN SISTEM AIR SISTEM PENYEDIAAN AIR MINUM
Kegiatan : PENGELOLAAN DAN PENGEMBANGAN SISTEM AIR MINUM ( SPAM )DI DAERAH KABUPATEN/KOTA
Pekerjaan : PENGEMBANGAN JARINGAN DISTRIBUSI DAN SAMBUNGAN RUMAH (SR) DI DESA LADOLIMATIMUR
Lokasi : KEC. KEO TENGAH - NAGEKEO
Tahun Anggaran : 2023
STANDARD SNI 06 - 4829 - 2005 / ISO 4427-1996, S-5 SDR 11 (PN 16)
STANDARD SNI 07 - 0039 - 87 ; BS 1387 – 67 (Pipa GIP Medium A)
Price Pengiriman Harga Pipa
List Dor To Door dr Pabrik Asuransi Keuntungan di
No. Jenis dan Ukuran
2020 ke Lokasi di NTT 0,30% 10% Lokasi
(Rp./M') (Rp./M') (Rp./M') (Rp./M') (Rp./M')
a b c d e = (0,3/100) x c f = 10% x c g = c + d + e + f
1 Pipa PE. Ǿ 0,5" (20 mm) 7.738,50 3.571,43 23,22 773,85 12.106,99
2 Pipa PE. Ǿ 3/4" (25 mm) 11.665,50 4.166,67 35,00 1.166,55 17.033,71
3 Pipa PE. Ǿ 1" (32 mm) 18.711,00 4.464,29 56,13 1.871,10 25.102,52
4 Pipa PE. Ǿ 1,1/4" (40 mm) 29.568,00 4.629,63 88,70 2.956,80 37.243,13
5 Pipa PE. Ǿ 1,5" (50 mm) 45.738,00 5.000,00 137,21 4.573,80 55.449,01
6 Pipa PE. Ǿ 2" (63 mm) 72.303,00 5.681,82 216,91 7.230,30 85.432,03
7 Pipa PE. Ǿ 2,5" (75 mm) 100.947,00 13.157,89 302,84 10.094,70 124.502,44
8 Pipa PE. Ǿ 3" (90 mm) 146.338,50 14.705,88 439,02 14.633,85 176.117,25
9 Pipa PE. Ǿ 4" (110 mm) 216.793,50 4.629,63 650,38 21.679,35 243.752,86
10 Pipa PE. Ǿ 5" (125 mm) 280.665,00 5.952,38 842,00 28.066,50 315.525,88
11 Pipa PE. Ǿ 6" (160 mm) 460.152,00 6.944,44 1.380,46 46.015,20 514.492,10
12 Pipa PE. Ǿ8" (200 mm) 717.255,00 8.333,33 2.151,77 71.725,50 799.465,60
13 Pipa GIP. Ǿ 1/2" 63.332,50 2.083,33 190,00 6.333,25 71.939,08
14 Pipa GIP. Ǿ 3/4" 81.331,25 2.136,75 243,99 8.133,13 91.845,12
15 Pipa GIP. Ǿ 1" 122.430,00 2.264,49 367,29 12.243,00 137.304,78
16 Pipa GIP. Ǿ 1,1/4" 161.507,50 2.759,38 484,52 16.150,75 180.902,15
17 Pipa GIP. Ǿ 1,5" 185.570,00 2.540,65 556,71 18.557,00 207.224,36
18 Pipa GIP. Ǿ 2" 253.233,75 2.976,19 759,70 25.323,38 282.293,02
19 Pipa GIP. Ǿ 2,5" 322.918,75 3.180,66 968,76 32.291,88 359.360,04
20 Pipa GIP. Ǿ 3" 417.147,50 5.287,65 1.251,44 41.714,75 465.401,34
21 Pipa GIP. Ǿ 4" 603.968,75 7.548,31 1.811,91 60.396,88 673.725,84
22 Pipa GIP. Ǿ 5" 812.831,25 9.735,20 2.438,49 81.283,13 906.288,07
23 Pipa GIP. Ǿ 6" 967.601,25 11.973,18 2.902,80 96.760,13 1.079.237,36
24 Pipa GIP. Ǿ 8" 1.712.480,00 16.025,64 5.137,44 171.248,00 1.904.891,08
ANALISA HARGA SATUAN
Pemasangan 1m Pipa HDPE Ø 3/4"
Nilai TKDN Jumlah Biaya
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
- Pekerja Oh 0,0620 70.000,00 4.340,00 100,00 WNI 4.340,000
- Tukang Oh 0,0310 80.000,00 2.480,00 100,00 WNI 2.480,000
- Mandor Oh 0,0060 100.000,00 600,00 100,00 WNI 600,000
Jumlah a 7.420,00 7.420,000
b. Bahan
Pipa PE. Ǿ 3/4" (25 mm) m' 1,0000 17.408,75 17.408,75 - Tkdn Kamenperin -
Jumlah b 17.408,75 -
c. Alat
- Mesin Las Hari 0,0190 - - -
Jumlah c - -
Jumlah a+b+c 24.828,75 7.420,00
Biaya Umum dan Keuntungan (15%) 3.724,31 1.113,00
Harga Satuan Pekerjaan 28.553,06 29,88 8.533,00
ANALISA HARGA SATUAN
Pemasangan 1m Pipa HDPE Ø 1.1/2"
Nilai TKDN Jumlah Biaya
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
- Pekerja Oh 0,0620 70.000,00 4.340,00 100,00 WNI 4.340,000
- Tukang Oh 0,0310 80.000,00 2.480,00 100,00 WNI 2.480,000
- Mandor Oh 0,0060 100.000,00 600,00 100,00 WNI 600,000
Jumlah a 7.420,00 7.420,000
b. Bahan
Pipa PE. Ǿ 1,5" (50 mm) m' 1,0000 56.467,18 56.467,18 - Tkdn Kamenperin -
Jumlah b 56.467,18 -
c. Alat
- Mesin Las Hari 0,0190 - - -
Jumlah c - -
Jumlah a+b+c 63.887,18 7.420,00
Biaya Umum dan Keuntungan (15%) 9.583,08 1.113,00
Harga Satuan Pekerjaan 73.470,26 11,61 8.533,00
ANALISA HARGA SATUAN
Pemasangan 1m Pipa HDPE Ø 1"
Nilai TKDN Jumlah Biaya
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
- Pekerja Oh 0,0620 70.000,00 4.340,00 100,00 WNI 4.340,000
- Tukang Oh 0,0310 80.000,00 2.480,00 100,00 WNI 2.480,000
- Mandor Oh 0,0060 100.000,00 600,00 100,00 WNI 600,000
Jumlah a 7.420,00 7.420,000
b. Bahan
Pipa PE. Ǿ 1" (32 mm) m' 1,0000 25.644,07 25.644,07 - Tkdn Kamenperin -
Jumlah b 25.644,07 -
c. Alat
- Mesin Las Hari 0,0190 - - -
Jumlah c - -
Jumlah a+b+c 33.064,07 7.420,00
Biaya Umum dan Keuntungan (15%) 4.959,61 1.113,00
Harga Satuan Pekerjaan 38.023,69 22,44 8.533,00
ANALISA HARGA SATUAN
Pemasangan 1m Pipa GIP Ø 1.1/2"
Nilai TKDN Jumlah Biaya
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
- Pekerja Oh 0,1350 7 0.000,00 9.450,00 100,00 WNI 9.450,000
- Tukang Oh 0,2250 8 0.000,00 18.000,00 100,00 WNI 18.000,000
- Mandor Oh 0,0070 1 00.000,00 700,00 100,00 WNI 700,000
Jumlah a 28.150,00 28.150,000
b. Bahan
Pipa GIP. Ǿ 1,5" m' 1,0000 2 08.315,97 208.315,97 44,22 Tkdn Kamenperin 92.117,321
Jumlah b 208.315,97 92.117,321
c. Alat
- Mesin Las Hari 0,0190 - - - -
Jumlah c - -
Jumlah a+b+c 236.465,97 120.267,32
Biaya Umum dan Keuntungan (15%) 35.469,90 18.040,10
Harga Satuan Pekerjaan 271.935,86 50,86 138.307,42
ANALISA HARGA SATUAN
Pemasangan 1m Pipa GIP Ø 1"
Nilai TKDN Jumlah Biaya
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
- Pekerja Oh 0,1350 7 0.000,00 9.450,00 100,00 WNI 9.450,000
- Tukang Oh 0,2250 8 0.000,00 18.000,00 100,00 WNI 18.000,000
- Mandor Oh 0,0070 1 00.000,00 700,00 100,00 WNI 700,000
Jumlah a 28.150,00 28.150,000
b. Bahan
Pipa GIP. Ǿ 1" m' 1,0000 1 38.733,32 138.733,32 44,22 Tkdn Kamenperin 61.347,872
Jumlah b 138.733,32 61.347,872
c. Alat
- Mesin Las Hari 0,0190 - - - -
Jumlah c - -
Jumlah a+b+c 166.883,32 89.497,87
Biaya Umum dan Keuntungan (15%) 25.032,50 13.424,68
Harga Satuan Pekerjaan 191.915,81 53,63 102.922,55
ANALISA HARGA SATUAN
Pemasangan 1m Pipa GIP Ø 1/2"
Nilai TKDN Jumlah Biaya
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
- Pekerja Oh 0,1350 7 0.000,00 9.450,00 100,00 WNI 9.450,000
- Tukang Oh 0,2250 8 0.000,00 18.000,00 100,00 WNI 18.000,000
- Mandor Oh 0,0070 1 00.000,00 700,00 100,00 WNI 700,000
Jumlah a 28.150,00 28.150,000
b. Bahan
Pipa GIP. Ǿ 1/2" m' 1,0000 7 3.528,78 73.528,78 44,22 Tkdn Kamenperin 32.514,428
Jumlah b 73.528,78 32.514,428
c. Alat
- Mesin Las Hari 0,0190 - - - -
Jumlah c - -
Jumlah a+b+c 101.678,78 60.664,43
Biaya Umum dan Keuntungan (15%) 15.251,82 9.099,66
Harga Satuan Pekerjaan 116.930,60 59,66 69.764,09
ANALISA HARGA SATUAN
Pemasangan 1m Besi Siku 3 x 3
Nilai TKDN Jumlah Biaya
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
- Pekerja Oh 0,1350 70.000,00 9.450,00 100,00 WNI 9.450,000
- Tukang Oh 0,2250 80.000,00 18.000,00 100,00 WNI 18.000,000
- Mandor Oh 0,0070 100.000,00 700,00 100,00 WNI 700,000
Jumlah a 28.150,00 28.150,000
b. Bahan
Besi Siku 4x4 cm m' 1,0000 212.802,21 212.802,21 47,56 Tkdn Kamenperin 101.208,731
Jumlah b 212.802,21 101.208,731
c. Alat
- Mesin Las Hari 0,0190 748.510,74 14.221,70 75,00 Alat Kerja 10.666,278
Jumlah c 14.221,70 10.666,28
Jumlah a+b+c 255.173,91 140.025,01
Biaya Umum dan Keuntungan (15%) 38.276,09 21.003,75
Harga Satuan Pekerjaan 293.450,00 54,87 161.028,76
ANALISA HARGA SATUAN
Pemasangan Plat Baja Eser (tebal 3 mm)
Nilai TKDN Jumlah Biaya
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
- Pekerja Oh 0,1350 70.000,00 9.450,00 100,00 WNI 9.450,000
- Tukang Oh 0,2250 80.000,00 18.000,00 100,00 WNI 18.000,000
- Mandor Oh 0,0070 100.000,00 700,00 100,00 WNI 700,000
Jumlah a 28.150,00 28.150,000
b. Bahan
Plat Baja Eser 3mm m² 1,0000 825.019,60 825.019,60 47,56 Tkdn Kamenperin 392.379,322
Jumlah b 825.019,60 392.379,322
c. Alat
- Mesin Las Hari 0,0190 748.510,74 14.221,70 75,00 Alat Kerja 10.666,278
Jumlah c 14.221,70 10.666,28
Jumlah a+b+c 867.391,30 431.195,60
Biaya Umum dan Keuntungan (15%) 130.108,70 64.679,34
Harga Satuan Pekerjaan 997.500,00 49,71 495.874,94
ANALISA HARGA SATUAN
3
1 m Pasangan Batu Kosong
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 0,7800 70.000,00 54.600,00 100,00 WNI 54.600,00
- Tukang Oh 0,3900 80.000,00 31.200,00 100,00 WNI 31.200,00
- Kepala Tukang Oh 0,0390 90.000,00 3.510,00 100,00 WNI 3.510,00
- Mandor Oh 0,0390 100.000,00 3.900,00 100,00 WNI 3.900,00
Jumlah a 93.210,00 93.210,00
b. Bahan
- Batu Kali m3 1,2000 179.549,54 215.459,45 100,00 WNI 215.459,45
Jumlah b 215.459,45 215.459,45
c. Alat
-
Jumlah c - -
Jumlah a+b+c 308.669,45 308.669,45
Biaya Umum dan Keuntungan (15%) 46.300,42 46.300,42
Harga Satuan Pekerjaan 354.969,87 100 354.969,87
pemasangan 1m3 Pondasi Batu Belah Campuran 1 SP : 4 PP
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 1,5000 70.000,00 105.000,00 100,00 WNI 105.000,00
- Tukang Oh 0,7500 80.000,00 60.000,00 100,00 WNI 60.000,00
- Kepala Tukang Oh 0,0750 90.000,00 6.750,00 100,00 WNI 6.750,00
- Mandor Oh 0,0750 100.000,00 7.500,00 100,00 WNI 7.500,00
Jumlah a 179.250,00 179.250,00
b. Bahan
- Batu Kali m3 1,2000 179.549,54 215.459,45 100,00 WNI 215.459,45
- Semen Kg 163,0000 1.438,04 234.400,75 92,16 TKDN Kemenperin 216.023,73
- Pasir m3 0,5200 171.041,96 88.941,82 100,00 WNI 88.941,82
Jumlah b 538.802,02 520.425,00
c. Alat
Jumlah c - -
Jumlah a+b+c 718.052,02 699.675,00
Biaya Umum dan Keuntungan (15%) 107.707,80 104.951,25
Harga Satuan Pekerjaan 825.759,82 97,44 804.626,25
2
1 m Pasangan Bata (1pc : 4 pp )
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 0,3200 70.000,00 22.400,00 100,00 WNI 22.400,00
- Tukang Oh 0,1000 80.000,00 8.000,00 100,00 WNI 8.000,00
- Mandor Oh 0,0150 100.000,00 1.500,00 100,00 WNI 1.500,00
Jumlah a 31.900,00 31.900,00
b. Bahan
- Batu Bata Merah Bh 70,0000 1.100,00 77.000,00 100,00 WNI 77.000,00
- Semen Kg 11,5000 1.438,04 16.537,48 92,16 TKDN Kemenperin 15.240,94
- Pasir m3 0,0430 171.041,96 7.354,80 100,00 WNI 7.354,80
Jumlah b 100.892,28 99.595,74
c. Alat
Jumlah c - -
Jumlah a+b+c 132.792,28 131.495,74
Biaya Umum dan Keuntungan (15%) 19.918,84 19.724,36
Harga Satuan Pekerjaan 152.711,12 99,02 151.220,10
2
1 m Plesteran (1pc : 4pp)
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 0,3000 70.000,00 21.000,00 100,00 WNI 21.000,00
- Tukang Oh 0,1500 80.000,00 12.000,00 100,00 WNI 12.000,00
- Kepala Tukang Oh 0,0150 90.000,00 1.350,00 100,00 WNI 1.350,00
- Mandor Oh 0,0300 100.000,00 3.000,00 100,00 WNI 3.000,00
Jumlah a 37.350,00 37.350,00
b. Bahan
- Semen Kg 4,4500 1.438,04 6.399,28 92,16 TKDN Kemenperin 5.897,58
- Pasir m3 0,0180 171.041,96 3.078,76 100,00 WNI 3.078,76
Jumlah b 9.478,04 8.976,34
c. Alat
Jumlah c - -
Jumlah a+b+c 46.828,04 46.326,34
Biaya Umum dan Keuntungan (15%) 7.024,21 6.948,95
Harga Satuan Pekerjaan 53.852,25 98,93 53.275,29
2
1 m Acian
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 0,2000 70.000,00 14.000,00 100,00 WNI 14.000,00
- Tukang Oh 0,1000 80.000,00 8.000,00 100,00 WNI 8.000,00
- Kepala Tukang Oh 0,0100 90.000,00 900,00 100,00 WNI 900,00
- Mandor Oh 0,0200 100.000,00 2.000,00 100,00 WNI 2.000,00
Jumlah a 24.900,00 24.900,00
b. Bahan
- Semen Kg 3,2500 1.438,04 4.673,63 92,16 TKDN Kemenperin 4.307,22
Jumlah b 4.673,63 4.307,22
c. Alat
Jumlah c - -
Jumlah a+b+c 29.573,63 29.207,22
Biaya Umum dan Keuntungan (15%) 4.436,05 4.381,08
Harga Satuan Pekerjaan 34.009,68 98,76 33.588,30
2
1 m Cat Tembok ( 1 lapis Plamir, 1 lapis Cat Dasar, 2 lapis Cat Penutup)
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 0,0250 70.000,00 1.750,00 100,00 WNI 1.750,00
- Tukang Oh 0,0630 80.000,00 5.040,00 100,00 WNI 5.040,00
- Kepala Tukang Oh 0,0063 90.000,00 567,00 100,00 WNI 567,00
- Mandor Oh 0,0063 100.000,00 630,00 100,00 WNI 630,00
Jumlah a 7.987,00 7.987,00
b. Bahan
- Plamur Tembok Kg 0,100 25.000,00 2.500,00 100,00 WNI 2.500,00
- Cat Dasar Kg 0,120 75.000,00 9.000,00 100,00 WNI 9.000,00
- Cat Penutup 2x Kg 0,260 75.000,00 19.500,00 100,00 WNI 19.500,00
- -
Jumlah b 31.000,00 31.000,00
c. Alat
Jumlah c - -
Jumlah a+b+c 38.987,00 38.987,00
Biaya Umum dan Keuntungan (15%) 5.848,05 5.848,05
Harga Satuan Pekerjaan 44.835,05 100,00 44.835,05
ANALISA HARGA SATUAN
3
1 m Galian Tanah Biasa Sedalam ≤ 1 m
Nilai TKDN Jumlah
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) Harga KDN
a. Tenaga
- Pekerja Oh 0,7500 70.000,00 52.500,00 1 00,00 WNI 52.500,00
- Mandor Oh 0,0250 100.000,00 2 .500,00 1 00,00 WNI 2.500,00
Jumlah a 55.000,00 55.000,00
b. Bahan
- - - -
Jumlah b - -
c. Alat
- Alat Bantu - - -
Jumlah c - -
Jumlah a+b+c 55.000,00 55.000,00
Biaya Umum dan Keuntungan (15%) 8 .250,00 8.250,00
Harga Satuan Pekerjaan 63.250,00 100 63.250,00
ANALISA HARGA SATUAN
1 m3 Galian Tanah Cadas / Tanah Keras Sedalam ≤ 1 m
Nilai TKDN Jumlah
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) Harga KDN
a. Tenaga
- Pekerja Oh 1,5000 70.000,00 105.000,00 1 00,00 WNI 105.000,00
- Mandor Oh 0,0600 100.000,00 6 .000,00 1 00,00 WNI 6.000,00
Jumlah a 111.000,00 111.000,00
b. Bahan
- - -
Jumlah b - -
c. Alat
- Alat Bantu - -
Jumlah c - -
Jumlah a+b+c 111.000,00 111.000,00
Biaya Umum dan Keuntungan (15%) 16.650,00 16.650,00
Harga Satuan Pekerjaan 127.650,00 100 127.650,00
3
1 m Timbunan Tanah Atau Urugan Kembali Galian Tanah
Nilai TKDN Jumlah
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) Harga KDN
a. Tenaga
- Pekerja Oh 0,5000 70.000,00 35.000,00 1 00,00 WNI 35.000,00
- Mandor Oh 0,0500 100.000,00 5 .000,00 1 00,00 WNI 5.000,00
Jumlah a 40.000,00 40.000,00
b. Bahan
- - -
Jumlah b - -
c. Alat
- Alat Bantu - -
Jumlah c - -
Jumlah a+b+c 40.000,00 40.000,00
Biaya Umum dan Keuntungan (15%) 6 .000,00 6.000,00
Harga Satuan Pekerjaan 46.000,00 100 46.000,00
3
1 m Timbunan Pasir Sebagai Bahan Pengisi
Nilai TKDN Jumlah
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) Harga KDN
a. Tenaga
- Pekerja Oh 0,3000 70.000,00 21.000,00 1 00,00 WNI 21.000,00
- Mandor Oh 0,0100 100.000,00 1 .000,00 1 00,00 WNI 1.000,00
Jumlah a 22.000,00 22.000,00
b. Bahan
- Pasir m3 1,2000 171.041,96 205.250,35 1 00,00 WNI 205.250,35
Jumlah b 205.250,35 205.250,35
c. Alat
- Alat Bantu - -
Jumlah c - -
Jumlah a+b+c 227.250,35 227.250,35
Biaya Umum dan Keuntungan (15%) 34.087,55 34.087,55
Harga Satuan Pekerjaan 261.337,90 100 261.337,90
ANALISA HARGA SATUAN
pembesian 10 kg dengan besi polos/besi ulir
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 0,0700 70.000,00 4.900,00 100 WNI 4.900,00
- Tukang Besi Oh 0,0700 80.000,00 5.600,00 100 WNI 5.600,00
- Kepala Tukang Oh 0,0070 90.000,00 630,00 100 WNI 630,00
- Mandor Oh 0,0040 100.000,00 400,00 100 WNI 400,00
Jumlah a 11.530,00 11.530,00
b. Bahan
- Besi Beton Polos Kg 10,5000 14.822,28 155.633,91 55,77 TKDN Kemenperin 86.797,03
- Kawat Ikat Kg 0,1500 23.117,94 3.467,69 71,65 TKDN Kemenperin 2.484,60
Jumlah b 159.101,60 89.281,63
Jumlah a+b 170.631,60 100.811,63
Biaya Umum dan Keuntungan (15%) 25.594,74 15.121,74
Harga Satuan Pekerjaan 196.226,34 5 9,08 115.933,37
ANALISA HARGA SATUAN
1 m2 Pasang Begisting Beton
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 0,5200 70.000,00 36.400,00 100 WNI 36.400,00
- Tukang Kayu Oh 0,2600 80.000,00 20.800,00 100 WNI 20.800,00
- Kepala Tukang Oh 0,0260 90.000,00 2.340,00 100 WNI 2.340,00
- Mandor Oh 0,0260 100.000,00 2.600,00 100 WNI 2.600,00
Jumlah a 62.140,00 62.140,00
b. Bahan
- Tripleks Tebal 9 mm lbr 0,3500 151.527,49 53.034,62 100 WNI 53.034,62
- Kaso 5/7 m3 0,0150 3.276.374,54 49.145,62 100 WNI 49.145,62
- Minyak Begisting ltr 0,2000 33.000,00 6.600,00 100 WNI 6.600,00
- Paku Kg 0,3000 22.000,00 6.600,00 58,68 TKDN Kemenperin 3.872,88
Jumlah b 115.380,24 112.653,12
c. Alat
Jumlah c - -
Jumlah a+b+c 177.520,24 174.793,12
Biaya Umum dan Keuntungan (15%) 26.628,04 26.218,97
Harga Satuan Pekerjaan 204.148,28 9 8,46 201.012,09
ANALISA HARGA SATUAN
Membuat 1m3 beton mutu f'c =16,9 Mpa ( k200 ) slump (12± 2)cm,w/c=0,61 adukan 1pc : 2psr : 3krkl
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 1,6500 70.000,00 115.500,00 100 WNI 115.500,00
- Tukang Oh 0,2750 80.000,00 22.000,00 100 WNI 22.000,00
- Kepala Tukang Oh 0,0280 90.000,00 2.520,00 100 WNI 2.520,00
- Mandor Oh 0,0830 100.000,00 8.300,00 100 WNI 8.300,00
Jumlah a 148.320,00 148.320,00
b. Bahan
- Semen PC ( 40 Kg ) Zak 8,8000 57.521,66 506.190,58 92,16 TKDN Kemenperin 466.505,23
- Pasir Beton m3 0,7310 171.041,96 125.031,67 100 WNI 125.031,67
- Batu Kerikil 2/3 m3 1,0310 411.431,69 424.186,07 100 WNI 424.186,07
- Air ltr 215,0000 300,00 64.500,00 100 WNI 64.500,00
Jumlah b 1.119.908,31 1.080.222,97
c. Alat
Jumlah c - -
Jumlah a+b+c 1.268.228,31 1.228.542,97
Biaya Umum dan Keuntungan (15%) 190.234,25 184.281,45
Harga Satuan Pekerjaan 1.458.462,56 9 6,87 1.412.824,42
ANALISA HARGA SATUAN
Membuat 1m3 beton mutu f'c =9,8 Mpa ( k125 ) slump (12± 2)cm, adukan 1pc : 3psr : 5krkl
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 1,6500 70.000,00 115.500,00 100 WNI 115.500,00
- Tukang Oh 0,2750 80.000,00 22.000,00 100 WNI 22.000,00
- Kepala Tukang Oh 0,0280 90.000,00 2.520,00 100 WNI 2.520,00
- Mandor Oh 0,0830 100.000,00 8.300,00 100 WNI 8.300,00
Jumlah a 148.320,00 148.320,00
b. Bahan
- Semen PC ( 40 Kg ) Zak 6,9000 57.521,66 396.899,43 92,16 TKDN Kemenperin 365.782,51
- Pasir Beton m3 0,8280 171.041,96 141.622,74 100 WNI 141.622,74
- Batu Kerikil 2/3 m3 1,0120 411.431,69 416.368,87 100 WNI 416.368,87
- Air ltr 215,0000 300,00 64.500,00 100 WNI 64.500,00
Jumlah b 1.019.391,03 988.274,12
c. Alat
Jumlah c - -
Jumlah a+b+c 1.167.711,03 1.136.594,12
Biaya Umum dan Keuntungan (15%) 175.156,66 170.489,12
Harga Satuan Pekerjaan 1.342.867,69 9 7,34 1.307.083,24
ANALISA HARGA SATUAN
Membuat 1m3 beton mutu f'c =19,3 Mpa ( k225 ) slump (12± 2)cm, adukan 1pc : 2psr : 3krkl
Nilai TKDN Jumlah Harga
Uraian Satuan Koefisien Harga Satuan Jumlah Harga Ket
(%) KDN
a. Tenaga
- Pekerja Oh 1,6500 70.000,00 115.500,00 100 WNI 115.500,00
- Tukang Oh 0,2750 80.000,00 22.000,00 100 WNI 22.000,00
- Kepala Tukang Oh 0,0280 90.000,00 2.520,00 100 WNI 2.520,00
- Mandor Oh 0,0830 100.000,00 8.300,00 100 WNI 8.300,00
Jumlah a 148.320,00 148.320,00
b. Bahan
- Semen PC ( 40 Kg ) Zak 9,2750 57.521,66 533.513,36 92,16 TKDN Kemenperin 491.685,92
- Pasir Beton m3 0,6980 171.041,96 119.387,29 100 WNI 119.387,29
- Batu Kerikil 2/3 m3 1,0470 411.431,69 430.768,98 100 WNI 430.768,98
- Air ltr 215,0000 300,00 64.500,00 100 WNI 64.500,00
Jumlah b 1.148.169,62 1.106.342,18
c. Alat
Jumlah c - -
Jumlah a+b+c 1.296.489,62 1.254.662,18
Biaya Umum dan Keuntungan (15%) 194.473,44 188.199,33
Harga Satuan Pekerjaan 1.490.963,07 9 6,77 1.442.861,50