| Reason | |||
|---|---|---|---|
| 0015962103034000 | Rp 31,887,823,548 | - | |
| 0013042155015000 | Rp 32,040,755,669 | Personel manajerial tidak memenuhi persyaratan evaluasi teknis berdasarkan Dokumen Pemilihan Bab III. Instruksi Kepada Peserta (IKP) poin 28.14.b.2.c.4 dan 28.14.b.2.c.5, serta Pekerjaan yang disubkontrakan tidak memenuhi persyaratan evaluasi teknis berdasarkan Dokumen Pemilihan Bab III. IKP poin 28.14.b.2.d.2 | |
| 0821262722418000 | - | - | |
| 0847965621002000 | - | - | |
| 0018040089036000 | Rp 32,683,300,536 | Personel manajerial tidak memenuhi persyaratan evaluasi teknis berdasarkan Dokumen Pemilihan Bab III. Instruksi Kepada Peserta (IKP) poin 44.2 dan poin 28.14.b.2.c.7 | |
| 0710912684436000 | Rp 32,515,500,000 | Peralatan tidak memenuhi persyaratan evaluasi teknis berdasarkan Dokumen Pemilihan Bab III. Instruksi Kepada Peserta (IKP) poin 28.14.b.1 dan poin 28.14.b.2.b.1.c | |
| 0821476645411000 | Rp 32,720,000,000 | Pengalaman badan usaha tidak memenuhi persyaratan evaluasi kualifikasi berdasarkan Dokumen Pemilihan Bab III. Instruksi Kepada Peserta (IKP) poin 43.4 | |
| 0021911243043000 | Rp 35,582,681,919 | Sertifikat Badan Usaha (SBU) tidak sesuai dengan persyaratan evaluasi kualifikasi berdasarkan Dokumen Pemilihan Bab V. Lembar Data Kualifikasi (LDK) poin 4.a dan Bab VIII. Tata Cara Evaluasi Kualifikasi poin A | |
| 0026035477018000 | Rp 32,730,535,899 | Kemampuan Dasar (KD) badan usaha tidak memenuhi persyaratan evaluasi kualifikasi berdasarkan Dokumen Pemilihan Bab III. Instruksi Kepada Peserta (IKP) poin 43.1 dan 43.2 serta Bab V. Lembar Data Kualifikasi (LDK) poin 14 | |
| 0015686785609000 | - | - | |
PT Sinar Mas Andhika | 00*3**4****73**0 | - | - |
PT Yodato Bangun Perkasa | 05*1**0****36**0 | - | - |
| 0917929960436000 | - | - | |
| 0317083426043000 | - | - | |
PT Varia Usaha Beton | 00*4**2****41**0 | - | - |
| 0025914805438000 | - | - | |
| 0833829112101000 | - | - | |
PT Asindo Tech | 00*8**0****24**0 | - | - |
PT Rindang Bumi Nusantara | 0754699338711000 | - | - |
| 0827152489701000 | - | - | |
| 0633627757444000 | - | - | |
| 0722459070326000 | - | - | |
| 0013089800003000 | - | - | |
| 0016805632077000 | - | - | |
| 0021452834001000 | - | - | |
PT Rimba Hijau Lestari | 00*4**0****77**0 | - | - |
Berky Karya Indonesia | 08*0**3****47**0 | - | - |
| 0028688471026000 | - | - | |
| 0017638057101000 | - | - | |
Jadi Berkat Lestari | 06*0**2****09**0 | - | - |
CV Chezii Jaya Mandiri | 06*5**9****11**0 | - | - |
| 0018946475216000 | - | - | |
Roy Abadi Sejahtera | 05*8**1****25**0 | - | - |
| 0950657833732000 | - | - | |
| 0937903367616000 | - | - | |
Kelman Infra Perkasa | 08*9**4****02**0 | - | - |
| 0317409142122000 | - | - | |
| 0637776204503000 | - | - | |
PT Alaric Abadi Cemerlang | 05*1**5****18**0 | - | - |
| 0841655335127000 | - | - | |
| 0021745419222000 | - | - | |
| 0313100760124000 | - | - | |
| 0015588288609000 | - | - | |
| 0024004178211000 | - | - | |
| 0311663736421000 | - | - |
REKAPITULASI DAFTAR KUANTITAS DAN HARGA (DKH)
KEGIATAN : PEMBANGUNAN IPA KAPASITAS 10 LT/DT DAN JARINGAN PERPIPAAN SPAM IKK KECAMATAN JELAI KABUPATEN SUKAMARA
LOKASI : KABUPATEN SUKAMARA, PROVINSI KALIMANTAN TENGAH
TAHUN : 2023
NO URAIAN PEKERJAAN JUMLAH HARGA
I PEKERJAAN PENDAHULUAN
A PEKERJAAN PENDAHULUAN Rp 124,639,175.68
B PENYELENGGARAAN SISTEM MANAJEMEN KESELAMATAN KONSTRUKSI Rp 110,232,546.00
II PEKERJAAN PIPA DAN AKSESORIS
A JARINGAN PIPA ARAH KUALA JELAI Rp 8,162,041,201.86
B JARINGAN PIPA ARAH DESA SUNGAI BARU Rp 920,555,609.60
III BANGUNAN SIPIL
A BOX WATER METER INDUK Rp 25,521,461.98
B CASCADE AERATOR Rp 273,877,076.99
C PEKERJAAN SIPIL IPA Rp 2,600,758,856.15
D RESEVOIR 200 M3 Rp 2,302,371,137.15
E RUMAH POMPA Rp 1,739,600,670.64
F BANGUNAN KIMIA Rp 1,574,532,706.04
G BANGUNAN KANTOR Rp 841,286,733.50
H RUMAH JAGA Rp 764,521,803.63
I RUMAH PANEL LISTRIK Rp 405,664,216.52
J RUMAH GENSET Rp 728,884,589.17
K TEMPAT TANGKI BBM Rp 143,744,166.14
L UNIT SLUDGE DRIYING BED ( SBD ) Rp 169,239,812.60
M UTILITAS SEPTICTANK DAN SALURAN Rp 35,226,966.94
N JALAN LINGKUNGAN Rp 1,411,254,939.54
O TANDON AIR Rp 35,520,000.00
P PAVING Rp 269,130,005.45
IV INSTALASI PENGOLAHAN AIR
A PEKERJAAN INSTALASI PENGOLAHAN AIR STRUKTUR BAJA Rp 10,819,392,398.04
B PEKERJAAN UNIT PEMBUBUHAN BAHAN KIMIA Rp 601,667,631.40
C PEKERJAAN MEKANIKAL, ELEKTRIKAL, INSTRUMENTASI DAN PERPIPAAN Rp 4,336,257,579.06
D PEKERJAAN RESERVOAR 200 M3 Rp 2,349,788,823.66
V PEKERJAAN UNIT PELAYANAN
A PENGADAAN DAN PEMASANGAN SR Rp 154,290,000.00
JUMLAH Rp 40,900,000,107.74
TOTAL DIBULATKAN Rp 40,900,000,000.00
Terbilang :
EMPAT PULUH MILYAR SEMBILAN RATUS JUTA RUPIAH
Ditetapkan Oleh
PPK Air Minum dan Sanitasi
Satker Pelaksanaan Prasarana Permukiman Provinsi Kalimantan Tengah
ALEXANDER, ST
NIP. 19681118 199303 1 004
DAFTAR KUANTITAS DAN HARGA (DKH)
PEKERJAAN : PEMBANGUNAN IPA KAPASITAS 10 LT/DT DAN JARINGAN PERPIPAAN SPAM IKK KECAMATAN JELAI KABUPATEN SUKAMARA
LOKASI : KABUPATEN SUKAMARA, PROVINSI KALIMANTAN TENGAH
TAHUN ANGGARAN : 2023
No. Jenis Barang/Jasa Satuan Vol Harga Pajak(%) Jumlah Harga
I PEKERJAAN PENDAHULUAN
A PEKERJAAN PERSIAPAN
I Pengukuran Trase Perpipaan m' 2 4,385.00 1,256.41 11 34,007,675.68
II Nama Kegiatan unit 1 .00 350,000.00 11 388,500.00
III Direksi Keet + gudang m2 3 6.00 800,000.00 11 31,968,000.00
IV Seng keliling M' 1 50.00 350,000.00 11 58,275,000.00
Jumlah A 124,639,175.68
B PENYELENGGARAAN SISTEM MANAJEMEN KESELAMATAN KONSTRUKSI
I Penyiapan RKK paket 1 .00 4,100,000.00 11 4,551,000.00
1.1 Pembuatan dokumen Rencana Keselamatan Konstruksi
1.2 Pembuatan prosedur dan instruksi kerja
1.3 Penyiapan formulir
II Sosialisasi, promosidan pelatihan
2.1 Induksi K3 (Safety Induction) org 1 5.00 20,000.00 11 333,000.00
2.2 Pertemuan Keselamatan / Safety Talt/ Tool Box Meeting org 1 5.00 20,000.00 11 333,000.00
2.3 Pelatihan K3:
2.3.a Analisis Keselamatan Kerja org 1 5.00 15,000.00 11 249,750.00
2.3.b Perilaku Berbasis Keselamatan / Budaya K3 org 1 5.00 15,000.00 11 249,750.00
2.3.c P 3 K org 1 .00 1,000,000.00 11 1,110,000.00
2.3.d Spanduk (Banner) lbr 2 .00 200,000.00 11 444,000.00
2.3.e Poster lbr 2 .00 85,000.00 11 188,700.00
2.3.f Papan Informasi K3 bh 1 .00 600,000.00 11 666,000.00
III Alat Pelindung Kerja dan Alat Pelindung Diri
3.1 APK antara lain
3.1.a Tali Keselamatan (Life Line) set 2 .00 1,500,000.00 11 3,330,000.00
3.1.b Pembatas Area (Restricted Area) set 1 .00 160,000.00 11 177,600.00
3.2 APK antara lain
3.2.a Topi Pelindung (Safety Helmet) bh 1 5.00 90,000.00 11 1,498,500.00
3.2.b Pelindung Mata (Goggles, Spectacles) bh 1 5.00 7,500.00 11 124,875.00
3.2.c Tameng Muka (Face Shield) bh 1 5.00 40,000.00 11 666,000.00
3.2.d Pelindung Pernafasan dan Mulut (Masker) box 1 0.00 200,000.00 11 2,220,000.00
3.2.e Sarung Tangan (Safety Gloves) psg 1 5.00 35,000.00 11 582,750.00
3.2.f Sepatu Keselamatan (Safety Shoes) psg 1 5.00 185,000.00 11 3,080,250.00
2..2.g Rompi Keselamatan (Safety Vest) bh 1 5.00 125,000.00 11 2,081,250.00
IV Asuransi dan perizinan
.1 Asuransi paket 1 .00 15,616,100.00 11 17,333,871.00
V Personel K3 Konstruksi
5.1 Ahli K3 Konstruksi OB 6 .00 4,500,000.00 11 29,970,000.00
5.2 Petugas K3 Konstruksi OB 6 .00 3,500,000.00 11 23,310,000.00
VI Fasilitas,sarana dan prasarana kesehatan
6.1 Peralatan P3K (Kotak P3K, Tandu, Obat Luka, Perban,dll) paket 1 .00 6,800,000.00 11 7,548,000.00
VII Rambu-Rambu yang diperlukan
7.1 Rambu petunjuk bh 3 .00 200,000.00 11 666,000.00
7.2 Rambu larangan bh 3 .00 200,000.00 11 666,000.00
7.3 Rambu peringatan bh 3 .00 200,000.00 11 666,000.00
7.4 Rambu kewajiban bh 3 .00 200,000.00 11 666,000.00
7.5 Rambu informasi bh 3 .00 200,000.00 11 666,000.00
VIII Lain-Lain Terkait Pengendalian Risiko Keselamatan Konstruksi dan Protokol Covid-19
8.1 Alat Pemadam Api Ringan (APAR) bh 1 .00 525,000.00 11 582,750.00
8.2 Handsanitizer box 3 .00 230,000.00 11 765,900.00
8.3 Cairan Disinfektan ltr 2 0.00 23,000.00 11 510,600.00
8.4 Bilik/Tenda Sterilisasi Desinfektan bh 1 .00 1,500,000.00 11 1,665,000.00
8.5 Bak Cuci Tangan Lengkap unit 1 .00 3,000,000.00 11 3,330,000.00
Jumlah B 110,232,546.00
II PEKERJAAN PIPA DAN AKSESORIS
A JARINGAN PIPA ARAH KUALA JELAI
I PEKERJAAN PIPA DAN AKSESORIS
1.1 Galian Tanah Biasa m3 5 ,008.50 89,470.86 11 497,407,444.46
1.2 Pemasangan Pipa HDPE
1.2.1 Pemasangan Pipa HDPE ND. 160 mm S8 SDR 17 (PN10) m' 1 1,925.00 439,098.29 11 5,812,234,290.16
1.3 Urugan Tanah Kembali m3 4 ,797.87 64,723.73 11 344,695,317.26
1.4 Pengetesan Pipa
1.4.1 Pipa HDPE ND. 160 mm S8 SDR 17 (PN10) m' 1 1,925.00 2,481.92 11 32,852,507.47
1.5 Pemasangan Accesories
1.5.1 Tee HDPE ND.160 x 160 mm bh 4 .00 1,645,423.44 11 7,305,680.07
1.5.2 Reduser HDPE ND. 160 mm x 110 mm bh 1 .00 698,777.94 11 775,643.51
1.5.3 Stub and Flange ND. 160 mm bh 1 4.00 1,664,097.14 11 25,860,069.53
1.5.4 Blind Flange ND. 160 mm bh 3 .00 438,011.20 11 1,458,577.31
1.5.5 Karet Packing ND. 160 mm bh 1 4.00 21,059.81 11 327,269.42
1.5.6 Baut Mur bh 1 12.00 23,000.00 11 2,859,360.00
1.6 Gate Valve
1.6.1 Gate Valve ND. 160 mm bh 5 .00 9,549,088.08 11 52,997,438.86
1.7 Wash Out
1.7.1 Pipa HDPE ND. 160 mm S8 SDR 17 (PN10) m' 2 4.00 439,098.29 11 11,697,578.45
1.7.2 Gate Valve ND. 160 mm bh 3 .00 9,549,088.08 11 31,798,463.31
1.7.3 Stub End Flange ND. 160 mm bh 6 .00 1,664,097.14 11 11,082,886.94
1.7.4 Tee HDPE ND. 160 mm x 160 mm bh 3 .00 1,645,423.44 11 5,479,260.05
1.7.5 Bend HDPE 90° ND. 160 mm bh 3 .00 1,740,616.99 11 5,796,254.57
1.7.6 Karet Packing ND. 160 mm bh 6 .00 21,059.81 11 140,258.32
1.7.7 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
II PEKERJAAN PERLINTASAN PIPA
2.1 Pekerjaan Gawangan 1 Pipa GI ND 160 mm
2.1.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.1.2 Pekerjaan Abutmen
2.1.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.1.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.1.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.1.3 Pipa GIP ND 160 mm m' 9 .00 743,223.00 11 7,424,797.77
2.1.4 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.1.5 Flange Lass ND 160 mm bh 1 0.00 764,232.49 11 8,482,980.62
2.1.6 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.1.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.1.8 Karet Packing ND. 160 mm bh 6 .00 21,059.81 11 140,258.32
2.1.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.1.10 Pengelasan (pemotongan/penyambungan) cm 7 04.00 6,055.46 11 4,731,975.61
2.1.11 Pengecatan Pipa m2 4 .52 60,771.45 11 304,767.61
2.2 Pekerjaan Gawangan 2 Pipa GI ND 160 mm
2.2.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.2.2 Pekerjaan Abutmen
2.2.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.2.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.2.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.2.3 Pipa GIP ND 160 mm m' 9 .00 743,223.00 11 7,424,797.77
2.2.4 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.2.5 Flange Lass ND 160 mm bh 1 0.00 764,232.49 11 8,482,980.62
2.2.6 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.2.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.2.8 Karet Packing ND. 160 mm bh 6 .00 21,059.81 11 140,258.32
2.2.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.2.10 Pengelasan (pemotongan/penyambungan) cm 7 04.00 6,055.46 11 4,731,975.61
2.2.11 Pengecatan Pipa m2 4 .52 60,771.45 11 304,767.61
2.3 Pekerjaan Gawangan 3 Pipa GI ND 160 mm
2.3.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.3.2 Pekerjaan Abutmen
2.3.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.3.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.3.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.3.3 Pipa GIP ND 160 mm m' 9 .00 743,223.00 11 7,424,797.77
2.3.4 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.3.5 Flange Lass ND 160 mm bh 1 0.00 764,232.49 11 8,482,980.62
2.3.6 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.3.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.3.8 Karet Packing ND. 160 mm bh 6 .00 21,059.81 11 140,258.32
2.3.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.3.10 Pengelasan (pemotongan/penyambungan) cm 7 04.00 6,055.46 11 4,731,975.61
2.3.11 Pengecatan Pipa m2 4 .52 60,771.45 11 304,767.61
2.4 Pekerjaan Gawangan 4 Pipa GI ND 160 mm
2.4.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.4.2 Pekerjaan Abutmen
2.4.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.4.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.4.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.4.3 Pipa GIP ND 160 mm m' 9 .00 743,223.00 11 7,424,797.77
2.4.4 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.4.5 Flange Lass ND 160 mm bh 1 0.00 764,232.49 11 8,482,980.62
2.4.6 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.4.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.4.8 Karet Packing ND. 160 mm bh 6 .00 21,059.81 11 140,258.32
2.4.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.4.10 Pengelasan (pemotongan/penyambungan) cm 7 04.00 6,055.46 11 4,731,975.61
2.4.11 Pengecatan Pipa m2 4 .52 60,771.45 11 304,767.61
2.5 Pekerjaan Gawangan 5 Pipa GI ND 160 mm
2.5.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.5.2 Pekerjaan Abutmen
2.5.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.5.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.5.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.5.3 Pipa GIP ND 160 mm m' 9 .00 743,223.00 11 7,424,797.77
2.5.4 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.5.5 Flange Lass ND 160 mm bh 1 0.00 764,232.49 11 8,482,980.62
2.5.6 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.5.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.5.8 Karet Packing ND. 160 mm bh 6 .00 21,059.81 11 140,258.32
2.5.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.5.10 Pengelasan (pemotongan/penyambungan) cm 7 04.00 6,055.46 11 4,731,975.61
2.5.11 Pengecatan Pipa m2 4 .52 60,771.45 11 304,767.61
2.6 Pekerjaan Gawangan 6 Pipa GI ND 160 mm
2.6.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.6.2 Pekerjaan Abutmen
2.6.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.6.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.6.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.6.3 Pipa GIP ND 160 mm m' 9 .00 743,223.00 11 7,424,797.77
2.6.4 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.6.5 Flange Lass ND 160 mm bh 1 0.00 764,232.49 11 8,482,980.62
2.6.6 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.6.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.6.8 Karet Packing ND. 160 mm bh 6 .00 21,059.81 11 140,258.32
2.6.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.6.10 Pengelasan (pemotongan/penyambungan) cm 7 04.00 6,055.46 11 4,731,975.61
2.6.11 Pengecatan Pipa m2 4 .52 60,771.45 11 304,767.61
2.7 Pekerjaan Gawangan 7 Pipa GI ND 160 mm 11
2.7.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.7.2 Pekerjaan Abutmen
2.7.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.7.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.7.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.7.3 Pipa GIP ND 160 mm m' 1 2.50 743,223.00 11 10,312,219.13
2.7.4 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.7.5 Flange Lass ND 160 mm bh 1 0.00 764,232.49 11 8,482,980.62
2.7.6 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.7.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.7.8 Karet Packing ND. 160 mm bh 6 .00 21,059.81 11 140,258.32
2.7.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.7.10 Pengelasan (pemotongan/penyambungan) cm 7 04.00 6,055.46 11 4,731,975.61
2.7.11 Pengecatan Pipa m2 6 .28 60,771.45 11 423,288.35
2.8 Pekerjaan Gawangan 8 Pipa GI ND 160 mm
2.8.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.8.2 Pekerjaan Abutmen
2.8.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.8.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.8.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.8.3 Pipa GIP ND 160 mm m' 1 2.50 743,223.00 11 10,312,219.13
2.8.4 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.8.5 Flange Lass ND 160 mm bh 1 0.00 764,232.49 11 8,482,980.62
2.8.6 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.8.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.8.8 Karet Packing ND. 160 mm bh 6 .00 21,059.81 11 140,258.32
2.8.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.8.10 Pengelasan (pemotongan/penyambungan) cm 7 04.00 6,055.46 11 4,731,975.61
2.8.11 Pengecatan Pipa m2 6 .28 60,771.45 11 423,288.35
2.9 Pekerjaan Jembatan 1 Pipa GI ND 160 mm
2.9.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.9.2 Pekerjaan Abutmen
2.9.2.a Pekerjaan Beton Mutu K-225 m3 5 .80 2,818,752.23 11 18,147,126.86
2.9.2.b Pekerjaan Pembesian kg 4 23.96 22,126.64 11 10,412,813.64
2.9.2.c Pekerjaan Bekisting m2 2 9.60 479,025.84 11 15,738,873.05
2.9.3 Rangka Baja IWF 200.100 kg 5 26.08 47,310.80 11 27,627,087.51
2.9.4 Rangka Baja Canal UNP 10 kg 3 7.47 47,310.80 11 1,967,561.74
2.9.5 Plat Pengikat bh 1 0.00 20,000.00 11 222,000.00
2.9.6 Plat Base IWF + Stifener kg 1 19.46 47,310.80 11 6,273,237.69
2.9.7 Besi Angkur bh 2 4.00 22,000.00 11 586,080.00
2.9.8 Balok Kayu uk. 5/10 m3 0 .04 4,186,161.00 11 185,865.55
2.9.9 Pipa GIP ND 160 mm m' 2 0.98 743,223.00 11 17,308,028.58
2.9.10 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.9.11 Flange Lass ND 160 mm bh 1 2.00 764,232.49 11 10,179,576.75
2.9.12 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.9.13 Air Valve 1 inch + Ball Valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.9.14 Karet Packing ND. 160 mm bh 7 .00 21,059.81 11 163,634.71
2.9.15 Baut Mur bh 5 6.00 23,000.00 11 1,429,680.00
2.9.16 Pengelasan (pemotongan/penyambungan) cm 1 ,678.09 6,055.46 11 11,279,385.97
2.9.17 Pengecatan Pipa m2 1 ,959.90 60,771.45 11 132,207,566.50
2.9.18 Pagar Duri Pipa bh 2 .00 170,000.00 11 377,400.00
2.10 Pekerjaan Jembatan 2 Pipa GI ND 160 mm
2.10.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.10.2 Pekerjaan Abutmen
2.10.2.a Pekerjaan Beton Mutu K-225 m3 5 .80 2,818,752.23 11 18,147,126.86
2.10.2.b Pekerjaan Pembesian kg 4 23.96 22,126.64 11 10,412,813.64
2.10.2.c Pekerjaan Bekisting m2 2 9.60 479,025.84 11 15,738,873.05
2.10.3 Rangka Baja IWF 200.100 kg 5 26.08 47,310.80 11 27,627,087.51
2.10.4 Rangka Baja Canal UNP 10 kg 3 7.47 47,310.80 11 1,967,561.74
2.10.5 Plat Pengikat bh 1 0.00 20,000.00 11 222,000.00
2.10.6 Plat Base IWF + Stifener kg 1 19.46 47,310.80 11 6,273,237.69
2.10.7 Besi Angkur bh 2 4.00 22,000.00 11 586,080.00
2.10.8 Balok Kayu uk. 5/10 m3 0 .04 4,186,161.00 11 185,865.55
2.10.9 Pipa GIP ND 160 mm m' 2 0.98 743,223.00 11 17,308,028.58
2.10.10 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.10.11 Flange Lass ND 160 mm bh 1 2.00 764,232.49 11 10,179,576.75
2.10.12 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.10.13 Air Valve 1 inch + Ball Valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.10.14 Karet Packing ND. 160 mm bh 7 .00 21,059.81 11 163,634.71
2.10.15 Baut Mur bh 5 6.00 23,000.00 11 1,429,680.00
2.10.16 Pengelasan (pemotongan/penyambungan) cm 1 ,678.09 6,055.46 11 11,279,385.97
2.10.17 Pengecatan Pipa m2 1 ,959.90 60,771.45 11 132,207,566.50
2.10.18 Pagar Duri Pipa bh 2 .00 170,000.00 11 377,400.00
2.11 Pekerjaan Jembatan 3 Pipa GI ND 160 mm
2.11.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.11.2 Pekerjaan Abutmen
2.11.2.a Pekerjaan Beton Mutu K-225 m3 5 .80 2,818,752.23 11 18,147,126.86
2.11.2.b Pekerjaan Pembesian kg 4 23.96 22,126.64 11 10,412,813.64
2.11.2.c Pekerjaan Bekisting m2 2 9.60 479,025.84 11 15,738,873.05
2.11.3 Rangka Baja IWF 200.100 kg 6 92.05 47,310.80 11 36,343,175.95
2.11.4 Rangka Baja Canal UNP 10 kg 4 8.71 47,310.80 11 2,557,830.26
2.11.5 Plat Pengikat bh 1 3.00 20,000.00 11 288,600.00
2.11.6 Plat Base IWF + Stifener kg 1 23.75 47,310.80 11 6,498,885.63
2.11.7 Besi Angkur bh 2 4.00 22,000.00 11 586,080.00
2.11.8 Balok Kayu uk. 5/10 m3 0 .07 4,186,161.00 11 302,031.52
2.11.9 Pipa GIP ND 160 mm m' 2 4.98 743,223.00 11 20,607,938.70
2.11.10 Bend Lass 45 ND 160 mm bh 4 .00 209,307.46 11 929,325.14
2.11.11 Flange Lass ND 160 mm bh 1 4.00 764,232.49 11 11,876,172.87
2.11.12 Stub End Flange ND. 160 mm bh 2 .00 1,664,097.14 11 3,694,295.65
2.11.13 Air Valve 1 inch + Ball Valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.11.14 Karet Packing ND. 160 mm bh 8 .00 21,059.81 11 187,011.10
2.11.15 Baut Mur bh 6 4.00 23,000.00 11 1,633,920.00
2.11.16 Pengelasan (pemotongan/penyambungan) cm 2 ,056.50 6,055.46 11 13,822,899.68
2.11.17 Pengecatan Pipa m2 2 ,576.86 60,771.45 11 173,825,789.65
2.11.18 Pagar Duri Pipa bh 2 .00 170,000.00 11 377,400.00
III PEKERJAAN LAIN - LAIN
3.1 Box Gate Valve
3.1.a Pekerjaan Beton Mutu K-225 m3 4 .48 2,818,752.23 11 14,017,091.09
3.1.b Pekerjaan Pembesian kg 5 40.65 22,126.64 11 13,278,576.36
3.1.c Pekerjaan Bekisting m2 2 8.80 479,025.84 11 15,313,498.10
3.2 Patok Beton Bertulang bh 4 .00 62,373.05 11 276,936.36
3.3 Pekerjaan Beton Rabat m3 1 1.20 2,496,327.03 11 31,034,337.64
Jumlah A 8,162,041,201.86
B JARINGAN PIPA ARAH DESA SUNGAI BARU
I PEKERJAAN PIPA DAN AKSESORIS
1.1 Galian Tanah Biasa m3 4 99.20 89,470.86 11 49,576,878.56
1.2 Pemasangan Pipa HDPE
1.2.1 Pemasangan Pipa HDPE ND. 110 mm S8 SDR 17 (PN10) m' 1 ,560.00 224,742.34 11 389,163,832.48
1.3 Urugan Tanah Kembali m3 4 86.95 64,723.73 11 34,984,399.23
1.4 Pengetesan Pipa
1.4.1 Pipa HDPE ND. 110 mm S8 SDR 17 (PN10) m' 1 ,560.00 2,481.92 11 4,297,686.51
1.5 Pemasangan Accesories
1.5.1 Tee HDPE ND.110 x 110 mm bh 1 .00 475,560.00 11 527,871.60
1.5.2 Stub and Flange ND. 110 mm bh 7 .00 598,082.79 11 4,647,103.27
1.5.3 Blind Flange ND. 110 mm bh 1 .00 247,705.35 11 274,952.94
1.5.4 Karet Packing ND. 110 mm bh 7 .00 13,001.21 11 101,019.39
1.5.5 Baut Mur bh 5 6.00 23,000.00 11 1,429,680.00
1.6 Gate Valve
1.6.1 Gate Valve ND. 110 mm bh 3 .00 3,501,127.59 11 11,658,754.86
1.7 Wash Out
1.7.1 Pipa HDPE ND. 110 mm S8 SDR 17 (PN10) m' 8 .00 224,742.34 11 1,995,711.96
1.7.2 Gate Valve ND. 110 mm bh 1 .00 3,501,127.59 11 3,886,251.62
1.7.3 Stub End Flange ND. 110 mm bh 2 .00 598,082.79 11 1,327,743.79
1.7.4 Tee HDPE ND. 110 mm x 110 mm bh 1 .00 727,846.49 11 807,909.60
1.7.5 Bend HDPE 90° ND. 110 mm bh 1 .00 478,687.49 11 531,343.11
1.7.6 Karet Packing ND. 110 mm bh 2 .00 13,001.21 11 28,862.68
1.7.7 Baut Mur bh 1 6.00 23,000.00 11 408,480.00
II PEKERJAAN PERLINTASAN PIPA
2.1 Pekerjaan Gawangan 1 Pipa GI ND 110 mm
2.1.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.1.2 Pekerjaan Abutmen
2.1.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.1.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.1.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.1.3 Pipa GIP ND 110 mm m' 9 .00 475,560.00 11 4,750,844.40
2.1.4 Bend Lass 45 ND 110 mm bh 4 .00 112,772.15 11 500,708.35
2.1.5 Flange Lass ND 110 mm bh 1 0.00 289,569.99 11 3,214,226.87
2.1.6 Stub End Flange ND. 110 mm bh 2 .00 598,082.79 11 1,327,743.79
2.1.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.1.8 Karet Packing ND. 110 mm bh 6 .00 13,001.21 11 86,588.05
2.1.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.1.10 Pengelasan (pemotongan/penyambungan) cm 4 84.00 6,055.46 11 3,253,233.24
2.1.11 Pengecatan Pipa m2 3 .11 60,771.45 11 209,451.84
2.2 Pekerjaan Gawangan 2 Pipa GI ND 110 mm
2.2.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.2.2 Pekerjaan Abutmen
2.2.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.2.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.2.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.2.3 Pipa GIP ND 110 mm m' 1 0.00 475,560.00 11 5,278,716.00
2.2.4 Bend Lass 45 ND 110 mm bh 4 .00 112,772.15 11 500,708.35
2.2.5 Flange Lass ND 110 mm bh 1 0.00 289,569.99 11 3,214,226.87
2.2.6 Stub End Flange ND. 110 mm bh 2 .00 598,082.79 11 1,327,743.79
2.2.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.2.8 Karet Packing ND. 110 mm bh 6 .00 13,001.21 11 86,588.05
2.2.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.2.10 Pengelasan (pemotongan/penyambungan) cm 4 84.00 6,055.46 11 3,253,233.24
2.2.11 Pengecatan Pipa m2 3 .45 60,771.45 11 232,724.27
2.3 Pekerjaan Gawangan 3 Pipa GI ND 110 mm
2.3.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.3.2 Pekerjaan Abutmen
2.3.2.a Pekerjaan Beton Mutu K-225 m3 2 .38 2,818,752.23 11 7,434,064.38
2.3.2.b Pekerjaan Pembesian kg 2 06.25 22,126.64 11 5,065,519.92
2.3.2.c Pekerjaan Bekisting m2 8 .64 479,025.84 11 4,594,049.43
2.3.3 Pipa GIP ND 110 mm m' 1 1.50 475,560.00 11 6,070,523.40
2.3.4 Bend Lass 45 ND 110 mm bh 4 .00 112,772.15 11 500,708.35
2.3.5 Flange Lass ND 110 mm bh 1 0.00 289,569.99 11 3,214,226.87
2.3.6 Stub End Flange ND. 110 mm bh 2 .00 598,082.79 11 1,327,743.79
2.3.7 Air Valve 1 inch + Ball valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.3.8 Karet Packing ND. 110 mm bh 6 .00 13,001.21 11 86,588.05
2.3.9 Baut Mur bh 4 8.00 23,000.00 11 1,225,440.00
2.3.10 Pengelasan (pemotongan/penyambungan) cm 4 84.00 6,055.46 11 3,253,233.24
2.3.11 Pengecatan Pipa m2 3 .97 60,771.45 11 267,632.91
2.4 Pekerjaan Jembatan 1 Pipa GI ND 110 mm
2.4.1 Pekerjaan Cerucuk Galam dia. 10 - 12 cm m' 6 4.00 34,555.08 11 2,454,792.75
2.4.2 Pekerjaan Abutmen
2.4.2.a Pekerjaan Beton Mutu K-225 m3 5 .80 2,818,752.23 11 18,147,126.86
2.4.2.b Pekerjaan Pembesian kg 4 23.96 22,126.64 11 10,412,813.64
2.4.2.c Pekerjaan Bekisting m2 2 9.60 479,025.84 11 15,738,873.05
2.4.3 Rangka Baja IWF 200.100 kg 6 10.13 47,310.80 11 32,041,147.73
2.4.4 Rangka Baja Canal UNP 10 kg 4 4.96 47,310.80 11 2,361,074.09
2.4.5 Plat Pengikat bh 1 2.00 20,000.00 11 266,400.00
2.4.6 Plat Base IWF + Stifener kg 1 23.75 47,310.80 11 6,498,885.63
2.4.7 Besi Angkur bh 2 4.00 22,000.00 11 586,080.00
2.4.8 Balok Kayu uk. 5/10 m3 0 .05 4,186,161.00 11 223,038.66
2.4.9 Pipa GIP ND 110 mm m' 2 2.99 475,560.00 11 12,135,768.08
2.4.10 Bend Lass 45 ND 110 mm bh 4 .00 112,772.15 11 500,708.35
2.4.11 Flange Lass ND 110 mm bh 1 2.00 289,569.99 11 3,857,072.25
2.4.12 Stub End Flange ND. 110 mm bh 2 .00 598,082.79 11 1,327,743.79
2.4.13 Air Valve 1 inch + Ball Valve bh 1 .00 1,769,318.11 11 1,963,943.11
2.4.14 Karet Packing ND. 110 mm bh 7 .00 13,001.21 11 101,019.39
2.4.15 Baut Mur bh 5 6.00 23,000.00 11 1,429,680.00
2.4.16 Pengelasan (pemotongan/penyambungan) cm 1 ,758.09 6,055.46 11 11,817,110.47
2.4.17 Pengecatan Pipa m2 2 ,272.49 60,771.45 11 153,293,992.32
2.4.18 Pagar Duri Pipa bh 2 .00 170,000.00 11 377,400.00
III PEKERJAAN LAIN - LAIN
3.1 Box Gate Valve
3.1.a Pekerjaan Beton Mutu K-225 m3 2 .24 2,818,752.23 11 7,008,545.55
3.1.b Pekerjaan Pembesian kg 2 70.32 22,126.64 11 6,639,288.18
3.1.c Pekerjaan Bekisting m2 1 4.40 479,025.84 11 7,656,749.05
3.2 Patok Beton Bertulang bh 2 .00 62,373.05 11 138,468.18
3.3 Pekerjaan Beton Rabat m3 2 .80 2,496,327.03 11 7,758,584.41
Jumlah B 920,555,609.60
III BANGUNAN SIPIL
A BOX WATER METER INDUK
I Pekerjaan Tanah
- Galian tanah M3 3 .34 89,470.86 11 331,207.71
II Pekerjaan Box Water Meter Induk
Pekerjaan Box Water Meter Induk tebal 12 cm Beton mutu f'c = 21,7 Mpa (K 250)
- Timbunan Tanah Urug Bawah Lantai t = 10 cm M3 0 .67 356,728.05 11 264,110.74
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .33 2,011,087.05 11 744,474.26
- Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .80 2,342,117.52 11 4,676,431.10
- Pembesian Besi Wiremesh Kg 3 96.39 18,941.48 11 8,334,185.79
- Pemasangan bekisting M2 8 .32 568,270.57 11 5,248,092.37
- Pemasangan Grill Penutup Ls 6 .67 800,000.00 11 5,922,960.00
Jumlah A 25,521,461.98
B CASCADE AERATOR
I Pekerjaan Tanah
- Galian tanah M3 5 .97 89,470.86 11 592,896.56
II Pekerjaan Pondasi
a Tiang pancang
- Tiang pancang square pile 25 x 25 cm Bottom M 2 4.00 230,000.00 11 6,127,200.00
- Tiang pancang square pile 25 x 25 cm Middle M 9 6.00 253,000.00 11 26,959,680.00
- Biaya Mobilisasi tiang pancang M 1 20.00 207,000.00 11 27,572,400.00
- Biaya Pemancangan M 1 20.00 278,222.54 11 37,059,241.80
- Penyambungan tiang pancang Bh 4 .00 95,000.00 11 421,800.00
- Bubukan tiang pancang Bh 8 .00 125,000.00 11 1,110,000.00
b Pekerjaan Pondasi pilecap 80x80 cm mutu f'c = 21,7 Mpa (K 250)
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .26 485,102.55 11 137,846.74
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .13 2,011,087.05 11 285,735.25
- Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .54 2,342,117.52 11 3,993,216.69
- Pembesian Kg 2 85.00 19,792.56 11 6,261,375.37
- Pemasangan bekisting M2 7 .68 300,001.35 11 2,557,451.53
III Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
a Sloof 30x60 cm
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .90 2,342,117.52 11 7,534,076.80
Pembesian Kg 5 29.31 19,792.56 11 11,628,904.62
- Pemasangan bekisting M2 1 9.32 323,001.35 11 6,926,828.61
IV Pekerjaan Kolom (Pondasi Umpak) mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan Kolom (Pondasi Umpak) 25x25 mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .08 2,342,117.52 11 194,981.28
- Pembesian Kg 2 2.52 19,792.56 11 494,814.16
- Pemasangan bekisting kolom M2 0 .30 517,670.57 11 172,384.30
IV Pekerjaan Cascade Aerator Bahan Baja UNP
- Baja UNP 150x75x5 Kg 4 48.00 50,977.79 11 25,350,233.67
- Baja UNP 75x40x5 Kg 1 ,388.87 50,977.79 11 78,589,496.74
- Baja H-Beam 150x150x7x10 Kg 5 04.00 50,977.79 11 28,519,012.88
- Kelengkapan dan Aksesoris Lainnya Ls 1 .00 1,250,000.00 11 1,387,500.00
Jumlah B 273,877,076.99
C PEKERJAAN SIPIL IPA
I Pekerjaan Tanah
- Galian tanah M3 2 6.11 89,470.86 11 2,593,252.11
- Timbunan Tanah Urug Bawah Lantai M3 4 6.43 356,728.05 11 18,384,503.30
II Pekerjaan Pondasi
a Tiang pancang
- Tiang pancang square pile 25 x 25 cm Bottom M 3 78.00 230,000.00 11 96,503,400.00
- Tiang pancang square pile 25 x 25 cm Middle M 1 ,512.00 253,000.00 11 424,614,960.00
- Biaya Mobilisasi tiang pancang M 1 ,890.00 207,000.00 11 434,265,300.00
- Biaya Pemancangan M 1 ,890.00 278,222.54 11 583,683,058.27
- Penyambungan tiang pancang Bh 1 84.00 95,000.00 11 19,402,800.00
- Bubukan tiang pancang Bh 3 68.00 125,000.00 11 51,060,000.00
b Pekerjaan Pondasi pilecap 180x180 cm dan 140x140 cm mutu f'c = 21,7 Mpa (K 250)
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 4 .35 485,102.55 11 2,343,394.57
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 2 .18 2,011,087.05 11 4,857,499.23
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 6.11 2,342,117.52 11 67,884,683.68
- Pembesian Kg 2 ,083.35 19,792.56 11 45,770,653.96
- Pemasangan bekisting M2 6 7.20 300,001.35 11 22,377,700.90
III Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
a Sloof 30x60 cm
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 3 .58 485,102.55 11 1,925,546.64
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 1 .79 2,011,087.05 11 3,991,364.26
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 1.46 2,342,117.52 11 55,780,245.60
- Pembesian ulir Kg 3 ,850.73 19,792.56 11 84,599,446.28
- Pemasangan bekisting M2 7 1.52 323,001.35 11 25,642,172.99
IV Pekerjaan Plat lantai mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan plat lantai tebal 25 cm dan 12 cm mutu f'c = 21,7 Mpa (K 250)
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 1 3.27 485,102.55 11 7,142,991.87
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 6 .63 2,011,087.05 11 14,806,331.80
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 7.21 2,342,117.52 11 70,752,078.43
- Pembesian Kg 3 ,546.61 19,792.56 11 77,918,103.62
- Pemasangan bekisting M2 1 0.38 568,270.57 11 6,544,345.96
V Pekerjaan Kolom dan Atap
a Pekerjaan Kolom Pipa Besi
- Cor Pondasi mutu f'c = 21,7 Mpa (K 250) M3 0 .32 2,342,117.52 11 842,319.14
- Pembesian ulir Kg 3 1.08 19,792.56 11 682,819.46
- Pemasangan bekisting M2 4 .32 300,001.35 11 1,438,566.49
- Plat 200x200 mm Bh 1 2.00 125,000.00 11 1,665,000.00
- Plat thk 5mm Bh 4 8.00 70,000.00 11 3,729,600.00
- Angkur M16 L = 50cm Bh 4 8.00 75,000.00 11 3,996,000.00
- Pekerjaan Kolom Pipa BSP Ø125 mm Kg 3 ,367.20 50,977.79 11 190,534,167.00
- Pekerjaan Ikatan Kolom Pipa BSP Ø32 mm Kg 6 57.17 50,977.79 11 37,185,963.53
b Pekerjaan Rangka atap
- Kuda - Kuda Pipa BSP Ø40 Kg 5 74.68 50,977.79 11 32,518,363.07
- Suport Kuda - Kuda Pipa BSP Ø32 Kg 2 71.46 50,977.79 11 15,360,544.04
- Gording Pipa BSP Ø32 Kg 9 84.84 50,977.79 11 55,727,226.29
- Ikatan Angin Besi Beton Ø12 Kg 4 9.37 19,792.56 11 1,084,707.49
c Pekerjaan Atap
- Pekerjaan Atap Zincalume t=0,45mm M2 1 89.66 106,162.49 11 22,350,075.29
VI Pekerjaan Gutter Unit Filter mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan Gutter Unit Filter mutu f'c = 21,7 Mpa (K 250)
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 1 .60 485,102.55 11 861,542.12
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .82 2,011,087.05 11 1,824,910.67
- Beton mutu f'c = 21,7 Mpa (K 250) M3 4 .25 2,342,117.52 11 11,051,539.15
- Pembesian ulir Kg 6 31.27 19,792.56 11 13,868,889.54
- Pemasangan bekisting M2 6 5.40 502,720.57 11 36,494,497.08
b Tangki beton 6 M3
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .70 485,102.55 11 376,251.60
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .35 2,011,087.05 11 779,912.13
- Beton mutu f'c = 21,7 Mpa (K 250) M3 6 .19 2,342,117.52 11 16,102,204.33
- Pembesian ulir Kg 6 19.38 19,792.56 11 13,607,506.56
- Pemasangan bekisting M2 2 8.37 502,720.57 11 15,832,417.71
Jumlah C 2,600,758,856.15
D RESEVOIR 200 M3
I Pekerjaan Tanah
- Galian tanah M3 5 4.04 89,470.86 11 5,366,458.75
II Pekerjaan Pondasi
a Tiang pancang
- Tiang pancang square pile 25 x 25 cm Bottom M 3 84.00 230,000.00 11 98,035,200.00
- Tiang pancang square pile 25 x 25 cm Middle M 1 ,536.00 253,000.00 11 431,354,880.00
- Biaya Mobilisasi tiang pancang M 1 ,920.00 207,000.00 11 441,158,400.00
- Biaya Pemancangan M 1 ,920.00 278,222.54 11 592,947,868.72
- Penyambungan tiang pancang Bh 6 4.00 95,000.00 11 6,748,800.00
- Bubukan tiang pancang Bh 1 28.00 125,000.00 11 17,760,000.00
b Pekerjaan Pondasi pilecap 180x180 cm mutu f'c = 21,7 Mpa (K 250)
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 5 .18 485,102.55 11 2,791,396.47
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 2 .59 2,011,087.05 11 5,786,138.79
- Beton mutu f'c = 21,7 Mpa (K 250) M3 3 1.10 2,342,117.52 11 80,862,637.91
- Pembesian Kg 2 ,052.00 19,792.56 11 45,081,902.67
- Pemasangan bekisting M2 6 9.12 300,001.35 11 23,017,063.79
III Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
a Sloof 30x60 cm
- Beton mutu f'c = 21,7 Mpa (K 250) M3 1 4.76 2,342,117.52 11 38,372,316.60
- Pembesian ulir Kg 2 ,648.99 19,792.56 11 58,197,605.66
- Pemasangan bekisting M2 9 8.40 323,001.35 11 35,279,499.75
IV Pekerjaan Plat lantai mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan plat lantai tebal 30 cm mutu f'c = 21,7 Mpa (K 250)
- Timbunan Tanah Urug Bawah Lantai t = 20 cm M3 2 4.64 356,728.05 11 9,757,446.66
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 6 .16 2,011,087.05 11 13,752,125.00
- Beton mutu f'c = 21,7 Mpa (K 250) M3 3 6.96 2,342,117.52 11 96,094,575.78
- Pembesian Kg 9 ,496.20 19,792.56 11 208,629,027.36
- Pemasangan bekisting M2 1 4.40 568,270.57 11 9,083,236.80
V Pekerjaan Drainase Beton mutu f'c = 21,7 Mpa (K 250)
a Drainase Beton
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 2 .88 485,102.55 11 1,550,775.82
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 1 .44 2,011,087.05 11 3,214,521.55
- Beton mutu f'c = 21,7 Mpa (K 250) M3 6 .92 2,342,117.52 11 17,990,273.09
- Pembesian ulir Kg 5 91.27 19,792.56 11 12,989,994.34
- Pemasangan bekisting M2 5 0.00 502,720.57 11 27,900,991.65
b Pekerjaan Grill Besi
- Besi Siku 40x40x5, Besi Ø12 Finishing Cat M 4 8.00 350,000.00 11 18,648,000.00
Jumlah D 2,302,371,137.15
E RUMAH POMPA
I Pekerjaan Tanah
- Galian tanah M3 1 2.02 89,470.86 11 1,194,135.39
II Pekerjaan Pondasi
a Tiang pancang
- Tiang pancang square pile 25 x 25 cm Bottom M 1 08.00 230,000.00 11 27,572,400.00
- Tiang pancang square pile 25 x 25 cm Middle M 4 32.00 253,000.00 11 121,318,560.00
- Biaya Mobilisasi tiang pancang M 5 40.00 207,000.00 11 124,075,800.00
- Biaya Pemancangan M 5 40.00 278,222.54 11 166,766,588.08
- Penyambungan tiang pancang Bh 1 8.00 95,000.00 11 1,898,100.00
- Bubukan tiang pancang Bh 3 6.00 125,000.00 11 4,995,000.00
b Pekerjaan Pondasi pilecap 80x80 cm mutu f'c = 21,7 Mpa (K 250)
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 1 .15 485,102.55 11 620,310.33
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .58 2,011,087.05 11 1,285,808.62
- Beton mutu f'c = 21,7 Mpa (K 250) M3 6 .91 2,342,117.52 11 17,969,475.09
- Pembesian Kg 1 ,282.50 19,792.56 11 28,176,189.17
- Pemasangan bekisting M2 3 4.56 300,001.35 11 11,508,531.89
III Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
a Sloof 30x60 cm
- Timbunan Tanah Urug Bawah Lantai t = 10 cm M3 1 .32 356,728.05 11 522,677.93
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .87 2,011,087.05 11 1,942,106.77
- Beton mutu f'c = 21,7 Mpa (K 250) M3 1 1.88 2,342,117.52 11 30,885,035.31
- Pembesian Kg 3 ,978.88 19,792.56 11 87,415,061.55
- Pemasangan bekisting M2 2 7.00 323,001.35 11 9,680,350.54
b Sloof 15x20 cm
- Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .09 2,342,117.52 11 233,977.54
- Pembesian Kg 1 9.83 19,792.56 11 435,604.98
- Pemasangan bekisting M2 0 .60 323,001.35 11 215,118.90
IV Pekerjaan Plat lantai mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan plat lantai tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
- Timbunan Tanah Urug Bawah Lantai t = 28 cm M3 1 9.24 356,728.05 11 7,616,842.95
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 6 1.21 2,011,087.05 11 136,630,023.88
- Beton mutu f'c = 21,7 Mpa (K 250) M3 1 46.89 2,342,117.52 11 381,887,284.63
- Pembesian Kg 2 ,251.89 19,792.56 11 49,473,452.08
b Pekerjaan Dudukan Mesin Pompa Beton mutu f'c = 21,7 Mpa (K 250)
- Beton M3 1 .76 2,342,117.52 11 4,585,959.79
- Pembesian Kg 2 06.58 19,792.56 11 4,538,596.38
- Pemasangan bekisting M2 4 .48 568,270.57 11 2,825,895.89
V Pekerjaan Kolom mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan Kolom 20x20 mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .14 2,342,117.52 11 5,553,066.96
- Pembesian Kg 7 92.26 19,792.56 11 17,405,683.23
- Pemasangan bekisting M2 1 0.68 517,670.57 11 6,136,881.08
b Pekerjaan Kolom 15x15 mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .20 2,342,117.52 11 520,600.03
- Pembesian Kg 6 7.98 19,792.56 11 1,493,466.18
- Pemasangan bekisting M2 0 .67 517,670.57 11 383,555.07
VI Pekerjaan Balok mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan balok 20/30 cm (ready mix) mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 3 .91 2,342,117.52 11 10,167,104.05
- Pembesian Kg 7 86.07 19,792.56 11 17,269,769.64
- Pemasangan bekisting M2 2 6.07 513,070.57 11 14,848,221.26
VII Pekerjaan Atap Dag Beton mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan plat Atap tebal 15 cm mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 1 5.91 2,342,117.52 11 41,370,192.83
- Pembesian Kg 3 ,024.93 19,792.56 11 66,456,993.23
- Pemasangan bekisting M2 5 6.42 568,270.57 11 35,585,977.11
b Pekerjaan Listplankt Beton tebal 8 cm mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .02 2,342,117.52 11 5,259,815.10
- Pembesian Kg 6 14.45 19,792.56 11 13,499,378.83
- Pemasangan bekisting M2 1 6.86 502,720.57 11 9,408,214.38
VIII Pekerjaan Dinding
- Pekerjaan pasangan dinding 1/2 bata M2 1 67.82 172,026.13 11 32,044,106.62
- Plesteran dinding M2 3 35.63 78,806.90 11 29,359,456.41
- Acian dinding M2 3 35.63 46,288.64 11 17,244,801.18
- Pengecatan dinding M2 3 35.63 130,737.40 11 48,706,125.72
- Pekerjaan Pembuatan Banbanan Variasi Dinding M 3 3.50 30,000.00 11 1,115,550.00
IX Pekerjaan Tempat Penampungan Air Dalam Ruangan
a Pekerjaan Sump Pit Beton mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .16 2,342,117.52 11 422,459.45
- Pembesian Kg 1 4.40 19,792.56 11 316,314.80
- Pemasangan bekisting M2 0 .25 502,720.57 11 139,504.96
b Pekerjaan Drainase Beton mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .91 2,342,117.52 11 2,370,972.41
- Pembesian Kg 1 27.03 19,792.56 11 2,790,859.78
- Pemasangan bekisting M2 3 .07 502,720.57 11 1,714,236.93
- Pemasangan Grill Besi M 9 .60 300,000.00 11 3,196,800.00
X Pekerjaan Drainase Beton mutu f'c = 21,7 Mpa (K 250)
a Drainase Beton
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 1 .90 485,102.55 11 1,020,388.95
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .95 2,011,087.05 11 2,115,110.53
- Beton mutu f'c = 21,7 Mpa (K 250) M3 6 .79 2,342,117.52 11 17,640,606.66
- Pembesian Kg 4 60.90 19,792.56 11 10,125,839.79
- Pemasangan bekisting M2 5 2.70 502,720.57 11 29,404,855.10
b Pekerjaan Grill Besi
- Besi Siku 40x40x5, Besi Ø12 Finishing Cat M 3 7.90 350,000.00 11 14,724,150.00
XI Pekerjaan pintu jendela
- Pekerjaan Kusen pintu besi 4" M 9 .60 165,548.45 11 1,764,084.28
- Pasangan daun pintu baja Daun 2 .00 2,750,000.00 11 6,105,000.00
- Pasangan engsel pintu Daun Pintu Baja Bh 6 .00 50,000.00 11 333,000.00
- Pasangan kunci pintu Daun Pintu Baja Bh 1 .00 300,000.00 11 333,000.00
- Pekerjaan Kusen pintu almunium 4" M 6 .50 249,480.69 11 1,800,003.16
- Pekerjaan Kusen jendela almunium 3" M 6 1.55 238,964.09 11 16,326,146.40
- Pekerjaan Pintu almunium kaca M2 2 .12 1,234,333.27 11 2,904,633.06
- Pekerjaan Jendela almunium kaca M2 2 .03 854,833.27 11 1,921,451.49
- Pekerjaan Kaca Mati M2 4 .95 104,140.89 11 572,202.11
- Pekerjaan Louver Aluminium M2 3 .30 104,140.89 11 381,468.07
- Pasangan engsel pintu Bh 4 .00 223,071.33 11 990,436.70
- Pasangan kunci pintu Bh 1 .00 206,877.93 11 229,634.50
- Pasangan engsel jendela Bh 4 .00 215,492.62 11 956,787.25
- Pasangan kunci Slot jendela Bh 4 .00 59,034.36 11 262,112.58
- Kait Angin Bh 4 .00 69,817.41 11 309,989.29
XII Pekerjaan Elektrikal
a Biaya Bahan
- Kabel NYM 2x2,5mm Roll 0 .50 2,000,000.00 11 1,110,000.00
- Stop Kontak Bh 5 .00 250,000.00 11 1,387,500.00
- Saklar Tunggal Bh 1 .00 113,390.00 11 125,862.90
- Saklar Ganda Bh 3 .00 113,390.00 11 377,588.70
- Fitting Lampu Bh 5 .00 50,000.00 11 277,500.00
- Lampu SL 24 Watt Bh 5 .00 93,750.00 11 520,312.50
- Box panel + Aksesoris Set 1 .00 2,500,000.00 11 2,775,000.00
- MCB 3 Phase Bh 1 .00 200,000.00 11 222,000.00
b Biaya Upah
a. Penyambungan dari gardu Ls 1 .00 3,000,000.00 11 3,330,000.00
b. Instalasi Lampu Titik 5 .00 334,420.00 11 1,856,031.00
c. Instalasi Saklar Titik 4 .00 334,420.00 11 1,484,824.80
d. Instalasi Stop Kontak Titik 5 .00 334,420.00 11 1,856,031.00
e. Pasang dan Rakit Box Panel Set 1 .00 2,500,000.00 11 2,775,000.00
Pekerjaan Perpipaan
Pipa Roofdrain 1" M 4 .00 52,505.61 11 233,124.89
Jumlah E 1,739,600,670.64
F BANGUNAN KIMIA
I Pekerjaan Tanah
- Galian tanah M3 1 3.99 89,470.86 11 1,389,582.70
II Timbunan Tanah Urug Bawah Lantai M3 2 2.34 356,728.05 11 8,847,412.90
a Pekerjaan Pondasi
- Tiang pancang
- Tiang pancang square pile 25 x 25 cm Bottom M 1 08.00 230,000.00 11 27,572,400.00
- Tiang pancang square pile 25 x 25 cm Middle M 4 32.00 253,000.00 11 121,318,560.00
- Biaya Mobilisasi tiang pancang M 5 40.00 207,000.00 11 124,075,800.00
- Biaya Pemancangan M 5 40.00 278,222.54 11 166,766,588.08
- Penyambungan tiang pancang Bh 1 8.00 95,000.00 11 1,898,100.00
- Bubukan tiang pancang Bh 3 6.00 125,000.00 11 4,995,000.00
b Pekerjaan Pondasi pilecap 80x80 cm mutu f'c = 21,7 Mpa (K 250)
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 1 .15 485,102.55 11 620,310.33
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .58 2,011,087.05 11 1,285,808.62
- Beton mutu f'c = 21,7 Mpa (K 250) M3 6 .91 2,342,117.52 11 17,969,475.09
- Pembesian Kg 1 ,282.50 19,792.56 11 28,176,189.17
- Pemasangan bekisting M2 3 4.56 300,001.35 11 11,508,531.89
III Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
a Sloof 30x60 cm
- Beton mutu f'c = 21,7 Mpa (K 250) M3 1 7.78 2,342,117.52 11 46,233,961.95
- Pembesian Kg 3 ,973.88 19,792.56 11 87,305,014.40
- Pemasangan bekisting M2 1 18.56 323,001.35 11 42,507,494.82
IV Pekerjaan Plat lantai mutu f'c = 21,7 Mpa (K 250)
Pekerjaan plat lantai tebal 15 cm mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 1 8.56 2,342,117.52 11 48,257,867.68
- Pembesian Kg 3 ,502.08 19,792.56 11 76,939,853.79
- Pemasangan bekisting M2 6 .98 568,270.57 11 4,399,692.82
V Pekerjaan Kolom mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan Kolom 20x20 mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 3 .77 2,342,117.52 11 9,795,859.69
- Pembesian Kg 1 ,398.63 19,792.56 11 30,727,515.82
- Pemasangan bekisting kolom M2 3 5.28 517,670.57 11 20,272,393.67
b Pekerjaan Kolom 15x15 mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .22 2,342,117.52 11 573,244.97
- Pembesian Kg 7 4.73 19,792.56 11 1,641,761.92
- Pemasangan bekisting M2 1 .96 517,670.57 11 1,126,244.09
VI Pekerjaan Balok mutu f'c = 21,7 Mpa (K 250)
- Pekerjaan balok 20/30 cm (ready mix) mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 8 .08 2,342,117.52 11 21,003,383.86
- Pembesian Kg 1 ,199.73 19,792.56 11 26,357,669.73
- Pemasangan bekisting M2 5 3.86 513,070.57 11 30,673,718.82
VII Pekerjaan Atap Dag Beton mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan plat Atap tebal 15 cm (ready mix) mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 4.99 2,342,117.52 11 64,969,713.49
- Pembesian Kg 6 ,221.98 19,792.56 11 136,695,253.02
- Pemasangan bekisting M2 9 1.66 568,270.57 11 57,815,748.37
b Pekerjaan Listplankt Beton tebal 7,5 cm mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .51 2,342,117.52 11 6,516,274.50
- Pembesian Kg 7 61.23 19,792.56 11 16,724,097.00
- Pemasangan bekisting M2 3 7.60 568,270.57 11 23,715,763.57
VIII Pekerjaan Tangga dan Mezzaine mutu f'c = 21,7 Mpa (K 250)
a Pekerjaan Tangga Beton mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .34 2,342,117.52 11 6,075,616.80
- Pembesian Kg 2 37.66 19,792.56 11 5,221,401.20
- Pemasangan bekisting M2 8 .80 517,670.57 11 5,056,606.13
b Pekerjaan Mezzaine mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .30 2,342,117.52 11 5,978,126.15
- Pembesian Kg 3 30.17 19,792.56 11 7,253,812.52
- Pemasangan bekisting M2 1 6.43 568,270.57 11 10,360,566.97
c Pembuatan Railing Tangga dan Railing Mezzaine M2 1 2.90 500,000.00 11 7,159,500.00
IX Pekerjaan Pembuatan Bund Wall
a Pekerjaan Bund Wall Beton mutu f'c = 21,7 Mpa (K 250)
- Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .44 2,342,117.52 11 1,154,289.20
- Pembesian Kg 3 3.36 19,792.56 11 733,005.67
- Pemasangan bekisting M2 1 7.76 502,720.57 11 9,910,432.23
- Acian Semen Anti Air M2 5 9.23 83,140.40 11 5,466,090.54
X Pekerjaan Drainase Beton mutu f'c = 21,7 Mpa (K 250)
a Drainase Beton
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 1 .74 485,102.55 11 934,234.74
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .87 2,011,087.05 11 1,936,526.00
- Beton mutu f'c = 21,7 Mpa (K 250) M3 6 .23 2,342,117.52 11 16,195,795.35
- Pembesian Kg 4 22.87 19,792.56 11 9,290,343.50
b Pekerjaan Grill Besi
- Besi Siku 40x40x5, Besi Ø12 Finishing Cat M 2 5.75 350,000.00 11 10,003,875.00
XI Pekerjaan Dinding
- Pekerjaan pasangan dinding 1/2 bata M2 2 00.89 172,026.13 11 38,359,744.83
- Plesteran dinding M2 4 01.78 78,806.90 11 35,145,971.45
- Acian dinding M2 4 01.78 46,288.64 11 20,643,614.15
- Pemasangan Roster 20x20 cm M2 1 6.10 680,725.68 11 12,165,248.57
- Pekerjaan Pembuatan Banbanan Variasi Dinding M 4 6.50 30,000.00 11 1,548,450.00
XII Pekerjaan Pengecatan
- Pengecatan dinding M2 4 01.78 130,737.40 11 58,305,715.19
XIII Pekerjaan pintu jendela
- Pekerjaan Kusen pintu besi 4" M 1 0.20 165,548.45 11 1,874,339.55
- Pasangan daun pintu baja Daun 2 .00 2,750,000.00 11 6,105,000.00
- Pasangan engsel pintu Daun Pintu Baja Bh 6 .00 50,000.00 11 333,000.00
- Pasangan kunci pintu Daun Pintu Baja Bh 1 .00 300,000.00 11 333,000.00
- Pekerjaan Kusen pintu almunium 4" M 6 .50 249,480.69 11 1,800,003.16
- Pekerjaan Pintu almunium kaca M2 1 .76 1,234,333.27 11 2,411,393.48
- Pekerjaan Louver Aluminium M2 1 .28 104,140.89 11 147,963.37
- Pasangan engsel pintu Bh 2 .00 223,071.33 11 495,218.35
- Pasangan kunci pintu Bh 1 .00 206,877.93 11 229,634.50
XIV Pekerjaan Elektrikal
a Biaya Bahan
- Kabel NYM 2x2,5mm Roll 0 .50 2,000,000.00 11 1,110,000.00
- Stop Kontak Bh 5 .00 250,000.00 11 1,387,500.00
- Saklar Tunggal Bh 2 .00 113,390.00 11 251,725.80
- Saklar Ganda Bh 2 .00 113,390.00 11 251,725.80
- Fitting Lampu Bh 5 .00 50,000.00 11 277,500.00
- Lampu SL 24 Watt Bh 5 .00 93,750.00 11 520,312.50
- Esxhausfan Bh 3 .00 800,000.00 11 2,664,000.00
- Box panel + Aksesoris Set 1 .00 2,500,000.00 11 2,775,000.00
- MCB 3 Phase Bh 1 .00 200,000.00 11 222,000.00
b Biaya Upah
- Penyambungan dari gardu Ls 1 .00 3,000,000.00 11 3,330,000.00
- Instalasi Lampu Titik 5 .00 334,420.00 11 1,856,031.00
- Instalasi Saklar Titik 4 .00 334,420.00 11 1,484,824.80
- Instalasi Stop Kontak Titik 5 .00 334,420.00 11 1,856,031.00
- Pasang dan Rakit Box Panel Set 1 .00 2,500,000.00 11 2,775,000.00
XV Pekerjaan Sanitair
- Pipa Roofdrain 1" M 8 .00 52,505.61 11 466,249.78
Jumlah F 1,574,532,706.04
G BANGUNAN KANTOR
I Pekerjaan Tanah
1.1 Galian tanah M3 6 .55 89,470.86 11 650,696.53
II Timbunan Tanah Urug Bawah Lantai M3 2 0.68 356,728.05 11 8,189,957.72
2.1 Pekerjaan Pondasi
a. Tiang pancang
b. Tiang pancang square pile 25 x 25 cm Bottom M 5 4.00 230,000.00 11 13,786,200.00
c. Tiang pancang square pile 25 x 25 cm Middle M 2 16.00 253,000.00 11 60,659,280.00
d. Biaya Mobilisasi tiang pancang M 2 70.00 207,000.00 11 62,037,900.00
e. Biaya Pemancangan M 2 70.00 278,222.54 11 83,383,294.04
f. Penyambungan tiang pancang Bh 9 .00 95,000.00 11 949,050.00
g Bubukan tiang pancang Bh 1 8.00 125,000.00 11 2,497,500.00
2.2 Pekerjaan Pondasi pilecap 80x80 cm mutu f'c = 21,7 Mpa (K 250)
a Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .58 485,102.55 11 310,155.16
b Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .29 2,011,087.05 11 642,904.31
c Beton mutu f'c = 21,7 Mpa (K 250) M3 3 .46 2,342,117.52 11 8,984,737.55
d. Pembesian ulir Kg 6 41.25 19,792.56 11 14,088,094.58
e Pemasangan bekisting M2 1 7.28 300,001.35 11 5,754,265.95
III Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
3.1 Sloof 30x60 cm
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 7 .56 2,342,117.52 11 19,654,113.38
b. Pembesian ulir Kg 1 ,661.93 19,792.56 11 36,512,166.91
c Pemasangan bekisting M2 5 0.40 323,001.35 11 18,069,987.68
3.2 Sloof 15x20 cm
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .18 2,342,117.52 11 467,955.08
b. Pembesian ulir Kg 3 5.73 19,792.56 11 784,978.74
c. Pemasangan bekisting M2 2 .40 323,001.35 11 860,475.60
IV Pekerjaan Plat lantai mutu f'c = 21,7 Mpa (K 250)
4.1 Pekerjaan plat lantai tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
a. Timbunan Tanah Urug Bawah Lantai t = 28 cm M3 2 0.68 356,728.05 11 8,189,957.72
b. Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 3 .69 2,011,087.05 11 8,244,935.25
c. Beton mutu f'c = 21,7 Mpa (K 250) M3 8 .86 2,342,117.52 11 23,044,978.29
d. Pembesian Kg 1 ,233.21 19,792.56 11 27,093,300.78
V Pekerjaan Kolom mutu f'c = 21,7 Mpa (K 250)
5.1 Pekerjaan Kolom 20x20 mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .13 2,342,117.52 11 2,948,117.01
b. Pembesian Kg 4 23.93 19,792.56 11 9,313,729.95
c. Pemasangan bekisting M2 1 1.34 517,670.57 11 6,516,126.54
5.2 Pekerjaan Kolom 15x15 mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .35 2,342,117.52 11 921,286.56
b. Pembesian Kg 1 21.20 19,792.56 11 2,662,640.72
c. Pemasangan bekisting M2 1 .26 517,670.57 11 724,014.06
VI Pekerjaan Balok mutu f'c = 21,7 Mpa (K 250)
6.1 Pekerjaan balok 20/40 cm mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 4 .42 2,342,117.52 11 11,480,497.97
b. Pembesian ulir Kg 7 13.95 19,792.56 11 15,685,380.32
c. Pemasangan bekisting M2 1 8.77 513,070.57 11 10,688,532.39
6.2 Pekerjaan balok 20/30 cm mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .49 2,342,117.52 11 1,279,077.22
b. Pembesian ulir Kg 8 6.82 19,792.56 11 1,907,427.31
c. Pemasangan bekisting M2 3 .28 513,070.57 11 1,867,987.33
VII Pekerjaan Atap Dag Beton mutu f'c = 21,7 Mpa (K 250)
7.1 Pekerjaan plat Atap tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 1 0.09 2,342,117.52 11 26,221,083.01
b. Pembesian ulir Kg 1 ,412.50 19,792.56 11 31,032,157.48
c. Pemasangan bekisting M2 4 6.45 568,270.57 11 29,301,638.81
7.2 Pekerjaan Listplankt Beton tebal 8 cm mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .66 2,342,117.52 11 4,316,885.62
b. Pembesian ulir Kg 2 75.34 19,792.56 11 6,049,048.84
c. Pemasangan bekisting M2 1 1.62 568,270.57 11 7,331,875.20
VIII Pekerjaan Drainase Beton mutu f'c = 21,7 Mpa (K 250)
8.1 Drainase Beton
a. Urugan pasir dibawah lantai kerja, t = 10 cm M3 1 .16 485,102.55 11 623,944.96
b. Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .58 2,011,087.05 11 1,293,342.65
c. Beton mutu f'c = 21,7 Mpa (K 250) M3 3 .42 2,342,117.52 11 8,884,647.15
d. Pembesian ulir Kg 3 05.44 19,792.56 11 6,710,464.39
e. Pemasangan bekisting M2 1 3.23 502,720.57 11 7,379,812.29
8.2 Pekerjaan Grill Besi
a. Besi Siku 40x40x5, Besi Ø12 Finishing Cat M 2 5.75 350,000.00 11 10,003,875.00
IX Pekerjaan Dinding
9.1 Pekerjaan pasangan dinding 1/2 bata M2 1 00.24 172,026.13 11 19,140,727.87
9.2 Plesteran dinding M2 1 66.04 78,806.90 11 14,524,458.90
9.3 Acian dinding M2 1 66.04 46,288.64 11 8,531,200.39
9.4 Pengecatan dinding M2 1 66.04 130,737.40 11 24,095,477.50
9.5 Pekerjaan Pemasangan Batu Alam M2 1 7.22 456,951.34 11 8,734,259.24
9.6 Pekerjaan Pembuatan Banbanan Variasi Dinding M 5 7.60 30,000.00 11 1,918,080.00
9.7 Pekerjaan Dinding Beton Pengunci Urugan Tanah Bawah lantai mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .59 2,342,117.52 11 1,539,702.20
b. Pembesian ulir Kg 5 4.31 19,792.56 11 1,193,274.79
c. Pemasangan bekisting M2 2 .96 502,720.57 11 1,652,436.23
X Pekerjaan keramik lantai dan dinding
5.1 Pasangan keramik Lantai Uk. 40x40 cm M2 4 1.05 531,082.58 11 24,196,095.67
5.2 Pasangan Keramik dinding 40x40 cm M2 9 .75 531,082.58 11 5,747,641.19
XI Pekerjaan Plafond
6.1 Rangka Plafond Besi Hollow 40.40 M2 4 1.05 235,201.09 11 10,715,750.06
6.2 Pemasangan plafond Gybsum 9mm M2 4 1.05 73,160.94 11 3,333,208.81
6.3 Pemasangan List plafond Gybsum M 5 0.00 37,752.98 11 2,095,290.38
6.4 Pengecatan plafond M2 4 1.05 93,287.93 11 4,250,193.31
XIII Pekerjaan pintu jendela
8.1 Pekerjaan Kusen pintu almunium 4" M 2 4.40 249,480.69 11 6,756,934.96
8.2 Pekerjaan Kusen jendela almunium 3" M 5 2.60 238,964.09 11 13,952,157.60
8.3 Pekerjaan Pintu almunium kaca M2 1 1.74 1,234,333.27 11 16,079,610.16
8.4 Pekerjaan Jendela almunium kaca M2 7 .08 854,833.27 11 6,717,963.72
8.5 Pekerjaan Kaca Selisih M2 0 .27 104,140.89 11 31,211.02
8.6 Pasangan engsel pintu Bh 2 0.00 223,071.33 11 4,952,183.50
8.7 Pasangan kunci pintu Bh 3 .00 206,877.93 11 688,903.50
8.8 Pasangan engsel jendela Bh 4 4.00 215,492.62 11 10,524,659.70
8.9 Pasangan kunci Slot jendela Bh 2 8.00 59,034.36 11 1,834,788.05
8.10 Kait Angin Bh 4 4.00 69,817.41 11 3,409,882.23
XIV Pekerjaan Elektrikal
14.1 Biaya Bahan
a. Kabel NYM 2x2,5mm Roll 0 .50 2,000,000.00 11 1,110,000.00
b. Stop Kontak Bh 5 .00 250,000.00 11 1,387,500.00
c. Saklar Tunggal Bh 3 .00 113,390.00 11 377,588.70
d. Saklar Ganda Bh 1 .00 113,390.00 11 125,862.90
e. Fitting Lampu Bh 5 .00 50,000.00 11 277,500.00
f. Lampu SL 24 Watt Bh 4 .00 93,750.00 11 416,250.00
g. Lampu SL 9 watt Bh 1 .00 75,000.00 11 83,250.00
h. Box panel + Aksesoris Set 1 .00 2,500,000.00 11 2,775,000.00
i. MCB 3 Phase Bh 1 .00 200,000.00 11 222,000.00
14.2 Biaya Upah
a. Penyambungan dari gardu Ls 1 .00 3,000,000.00 11 3,330,000.00
b. Instalasi Lampu Titik 5 .00 334,420.00 11 1,856,031.00
c. Instalasi Saklar Titik 4 .00 334,420.00 11 1,484,824.80
d. Instalasi Stop Kontak Titik 5 .00 334,420.00 11 1,856,031.00
e. Pasang dan Rakit Box Panel Set 1 .00 2,500,000.00 11 2,775,000.00
XV Pekerjaan Sanitair
15.1 Pipa distribusi ke tandon dan Roofdrain 1" M 1 2.00 52,505.61 11 699,374.67
15.2 Pipa air bersih 3/4 " M 1 6.00 151,805.75 11 2,696,070.12
15.3 Pipa Air Kotor 3 Inch M 2 8.00 189,370.25 11 5,885,627.39
15.4 Kran Air Stainless Bh 3 .00 224,157.26 11 746,443.68
15.5 Floor Drain Bh 1 .00 58,421.70 11 64,848.08
15.6 Closet jongkok Bh 1 .00 686,292.86 11 761,785.07
15.7 Sower closet Bh 1 .00 250,000.00 11 277,500.00
15.8 Sower mandi Bh 1 .00 350,000.00 11 388,500.00
15.9 Bak mandi Bh 1 .00 350,000.00 11 388,500.00
15.10 Meja Bak Cuci Piring Stainless Bh 1 .00 2,500,000.00 11 2,775,000.00
15.11 Wastafel Bh 1 .00 1,720,429.76 11 1,909,677.03
Jumlah G 841,286,733.50
H RUMAH JAGA
I Pekerjaan Tanah
1.1 Galian tanah M3 6 .17 89,470.86 11 613,156.35
II Pekerjaan Pondasi
2.1 Tiang pancang
a. Tiang pancang square pile 25 x 25 cm Bottom M 5 4.00 230,000.00 11 13,786,200.00
b. Tiang pancang square pile 25 x 25 cm Middle M 2 16.00 253,000.00 11 60,659,280.00
c. Biaya Mobilisasi tiang pancang M 2 70.00 207,000.00 11 62,037,900.00
d. Biaya Pemancangan M 2 70.00 278,222.54 11 83,383,294.04
e. Penyambungan tiang pancang Bh 9 .00 95,000.00 11 949,050.00
f. Bubukan tiang pancang Bh 1 8.00 125,000.00 11 2,497,500.00
2.2 Pekerjaan Pondasi pilecap 80x80 cm mutu f'c = 21,7 Mpa (K 250)
a. Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .58 485,102.55 11 310,155.16
b. Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .29 2,011,087.05 11 642,904.31
c. Beton mutu f'c = 21,7 Mpa (K 250) M3 3 .46 2,342,117.52 11 8,984,737.55
d. Pembesian ulir Kg 6 41.25 19,792.56 11 14,088,094.58
e. Pemasangan bekisting M2 1 7.28 300,001.35 11 5,754,265.95
III Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
3.1 Sloof 30x60 cm
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 6 .43 2,342,117.52 11 16,705,996.37
b. Pembesian ulir Kg 1 ,579.74 19,792.56 11 34,706,386.26
c. Pemasangan bekisting M2 4 2.84 323,001.35 11 15,359,489.53
3.2 Sloof 15x20 cm
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .18 2,342,117.52 11 467,955.08
b. Pembesian ulir Kg 3 5.73 19,792.56 11 784,978.74
c. Pemasangan bekisting M2 2 .40 323,001.35 11 860,475.60
IV Pekerjaan Plat lantai mutu f'c = 21,7 Mpa (K 250)
4.1 Pekerjaan plat lantai tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
a. Timbunan Tanah Urug Bawah Lantai t = 28 cm M3 2 0.17 356,728.05 11 7,988,538.23
b. Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 3 .60 2,011,087.05 11 8,042,163.68
c. Beton mutu f'c = 21,7 Mpa (K 250) M3 8 .65 2,342,117.52 11 22,478,222.29
d. Pembesian Kg 8 09.07 19,792.56 11 17,774,982.81
e. Pemasangan bekisting M2 9 .60 568,270.57 11 6,055,491.20
V Pekerjaan Kolom mutu f'c = 21,7 Mpa (K 250)
5.1 Pekerjaan Kolom 20x20 mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .21 2,342,117.52 11 3,135,299.04
b. Pembesian Kg 4 50.13 19,792.56 11 9,889,196.49
c. Pemasangan bekisting M2 1 2.06 517,670.57 11 6,929,848.86
5.2 Pekerjaan Kolom 15x15 mutu f'c = 21,7 Mpa (K 250)
a. Beton M3 0 .38 2,342,117.52 11 979,780.95
b. Pembesian Kg 1 28.70 19,792.56 11 2,827,413.76
c. Pemasangan bekisting M2 1 .34 517,670.57 11 769,983.21
5.3 Pekerjaan Kolom 15x30 mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .45 2,342,117.52 11 1,175,737.14
b. Pembesian Kg 9 7.67 19,792.56 11 2,145,850.23
c. Pemasangan bekisting M2 0 .30 517,670.57 11 173,246.22
VI Pekerjaan Balok mutu f'c = 21,7 Mpa (K 250)
6.1 Pekerjaan balok 20/30 cm mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .46 2,342,117.52 11 6,395,386.10
b. Pembesian ulir Kg 3 72.29 19,792.56 11 8,179,113.81
c. Pemasangan bekisting M2 1 6.40 513,070.57 11 9,339,936.66
6.2 Pekerjaan balok 15/20 cm mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .11 2,342,117.52 11 296,371.55
b. Pembesian ulir Kg 3 3.71 19,792.56 11 740,511.99
c. Pemasangan bekisting M2 1 .05 513,070.57 11 595,136.21
VII Pekerjaan Atap Dag Beton mutu f'c = 21,7 Mpa (K 250)
7.1 Pekerjaan plat Atap tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 8 .27 2,342,117.52 11 21,491,617.00
b. Pembesian ulir Kg 1 ,160.16 19,792.56 11 25,488,313.76
c. Pemasangan bekisting M2 3 8.43 568,270.57 11 24,240,257.42
7.2 Pekerjaan Listplank Beton tebal 8 cm mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .49 2,342,117.52 11 3,884,027.17
b. Pembesian ulir Kg 2 47.73 19,792.56 11 5,442,504.64
c. Pemasangan bekisting M2 1 0.46 568,270.57 11 6,596,700.72
7.3 Pekerjaan Kanopi Beton Beton tebal 8 cm mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .99 2,342,117.52 11 2,568,553.44
b. Pembesian ulir Kg 3 36.08 19,792.56 11 7,383,662.83
c. Pemasangan bekisting M2 5 .23 568,270.57 11 3,299,927.31
VIII Pekerjaan Drainase Beton mutu f'c = 21,7 Mpa (K 250)
8.1 Drainase Beton
a. Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .93 485,102.55 11 499,155.97
b. Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .46 2,011,087.05 11 1,034,674.12
c. Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .76 2,342,117.52 11 7,170,111.73
d. Pembesian ulir Kg 2 47.04 19,792.56 11 5,427,354.46
e. Pemasangan bekisting M2 1 0.70 502,720.57 11 5,970,812.21
8.2 Pekerjaan Grill Besi
a. Besi Siku 40x40x5, Besi Ø12 Finishing Cat M 2 0.60 350,000.00 11 8,003,100.00
IX Pekerjaan Dinding
9.1 Pekerjaan pasangan dinding 1/2 bata M2 9 2.67 172,026.13 11 17,694,289.19
9.2 Plesteran dinding M2 1 58.27 78,806.90 11 13,844,773.01
9.3 Acian dinding M2 1 58.27 46,288.64 11 8,131,974.74
9.4 Pengecatan dinding M2 1 58.27 130,737.40 11 22,967,906.67
9.5 Pekerjaan Pemasangan Batu Alam M2 1 3.53 456,951.34 11 6,862,632.26
9.6 Pekerjaan Pembuatan Banbanan Variasi Dinding M 2 4.60 30,000.00 11 819,180.00
9.7 Pekerjaan Dinding Beton Pengunci Urugan Tanah Bawah lantai mutu f'c = 21,7 Mpa (K 250)
a. Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .47 2,342,117.52 11 1,231,761.76
b. Pembesian ulir Kg 4 3.45 19,792.56 11 954,619.83
c. Pemasangan bekisting M2 2 .37 502,720.57 11 1,321,948.98
X Pekerjaan keramik lantai dan dinding
5.1 Pasangan keramik Lantai Uk. 40x40 cm M2 3 3.01 531,082.58 11 19,459,449.82
5.2 Pasangan Keramik dinding 40x40 cm M2 6 .75 531,082.58 11 3,979,136.21
XI Pekerjaan Plafond
6.1 Rangka Plafond Besi Hollow 40.40 M2 3 3.01 235,201.09 11 8,618,026.79
6.2 Pemasangan plafond Gybsum 9mm M2 3 3.01 73,160.94 11 2,680,697.35
6.3 Pemasangan List plafond Gybsum M 1 23.84 37,752.98 11 5,189,615.20
6.4 Pengecatan plafond M2 3 3.01 93,287.93 11 3,418,172.28
XII Pekerjaan pintu jendela
8.1 Pekerjaan Kusen pintu almunium 4" M 2 6.20 249,480.69 11 7,255,397.37
8.2 Pekerjaan Kusen jendela almunium 3" M 3 4.00 238,964.09 11 9,018,504.91
8.3 Pekerjaan Pintu almunium WC M2 1 .44 1,234,333.27 11 1,966,107.75
8.4 Pekerjaan Pintu Kayu Kl. II M2 3 .36 759,772.50 11 2,833,647.52
8.5 Pekerjaan Pintu HPL Bh 3 .00 1,500,000.00 11 4,995,000.00
8.6 Pekerjaan Jendela almunium kaca M2 7 .00 854,833.27 11 6,642,054.52
8.7 Pekerjaan Kaca Mati M2 0 .24 104,140.89 11 27,743.13
8.8 Pasangan engsel pintu Bh 1 2.00 223,071.33 11 2,971,310.10
8.9 Pasangan kunci pintu Bh 5 .00 206,877.93 11 1,148,172.50
8.10 Pasangan engsel jendela Bh 2 0.00 215,492.62 11 4,783,936.23
8.11 Pasangan kunci Slot jendela Bh 1 0.00 59,034.36 11 655,281.45
8.12 Kait Angin Bh 2 0.00 69,817.41 11 1,549,946.47
XIII Pekerjaan Elektrikal
14.1 Biaya Bahan
a. Kabel NYM 2x2,5mm Roll 0 .50 2,000,000.00 11 1,110,000.00
b. Stop Kontak Bh 4 .00 250,000.00 11 1,110,000.00
c. Saklar Tunggal Bh 2 .00 113,390.00 11 251,725.80
d. Saklar Ganda Bh 3 .00 113,390.00 11 377,588.70
e. Fitting Lampu Bh 5 .00 50,000.00 11 277,500.00
f. Lampu SL 24 Watt Bh 7 .00 93,750.00 11 728,437.50
g. Lampu SL 9 watt Bh 1 .00 75,000.00 11 83,250.00
h. Box panel + Aksesoris Set 1 .00 2,500,000.00 11 2,775,000.00
i. MCB 3 Phase Bh 1 .00 200,000.00 11 222,000.00
14.2 Biaya Upah
a. Penyambungan dari gardu Ls 1 .00 3,000,000.00 11 3,330,000.00
b. Instalasi Lampu Titik 5 .00 334,420.00 11 1,856,031.00
c. Instalasi Saklar Titik 5 .00 334,420.00 11 1,856,031.00
d. Instalasi Stop Kontak Titik 4 .00 334,420.00 11 1,484,824.80
e. Pasang dan Rakit Box Panel Set 1 .00 2,500,000.00 11 2,775,000.00
XIV Pekerjaan Sanitair
15.1 Pipa distribusi ke tandon dan Roofdrain 1" M 1 2.00 52,505.61 11 699,374.67
15.2 Pipa air bersih 3/4 " M 1 6.00 151,805.75 11 2,696,070.12
15.3 Pipa Air Kotor 3 Inch M 2 8.00 189,370.25 11 5,885,627.39
15.4 Kran Air Stainless Bh 3 .00 224,157.26 11 746,443.68
15.5 Floor Drain Bh 1 .00 58,421.70 11 64,848.08
15.6 Closet jongkok Bh 1 .00 686,292.86 11 761,785.07
15.7 Sower closet Bh 1 .00 250,000.00 11 277,500.00
15.8 Sower mandi Bh 1 .00 350,000.00 11 388,500.00
15.9 Bak mandi Bh 1 .00 350,000.00 11 388,500.00
15.10 Meja Bak Cuci Piring Stainless Bh 1 .00 2,500,000.00 11 2,775,000.00
15.11 Wastafel Bh 1 .00 1,720,429.76 11 1,909,677.03
15.12 Meja Beton Ls 1 .00 1,500,000.00 11 1,665,000.00
Jumlah H 764,521,803.63
I RUMAH PANEL LISTRIK
I Pekerjaan Tanah
1.1 Galian tanah M3 3 .95 89,470.86 11 392,086.37
II Pekerjaan Pondasi
2.1 Tiang pancang
Tiang pancang square pile 25 x 25 cm Bottom M 3 6.00 230,000.00 11 9,190,800.00
Tiang pancang square pile 25 x 25 cm Middle M 1 44.00 253,000.00 11 40,439,520.00
Biaya Mobilisasi tiang pancang M 1 80.00 207,000.00 11 41,358,600.00
Biaya Pemancangan M 1 80.00 278,222.54 11 55,588,862.69
Penyambungan tiang pancang Bh 6 .00 95,000.00 11 632,700.00
Bubukan tiang pancang Bh 1 2.00 125,000.00 11 1,665,000.00
2.2 Pekerjaan Pondasi pilecap 80x80 cm mutu f'c = 21,7 Mpa (K 250)
Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .38 485,102.55 11 206,770.11
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .19 2,011,087.05 11 428,602.87
Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .30 2,342,117.52 11 5,989,825.03
Pembesian ulir Kg 4 27.50 19,792.56 11 9,392,063.06
Pemasangan bekisting M2 1 1.52 300,001.35 11 3,836,177.30
III Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
3.1 Sloof 30x60 cm
Beton mutu f'c = 21,7 Mpa (K 250) M3 3 .78 2,342,117.52 11 9,827,056.69
Pembesian ulir Kg 8 37.79 19,792.56 11 18,406,008.61
Pemasangan bekisting M2 2 5.20 323,001.35 11 9,034,993.84
IV Pekerjaan Plat lantai mutu f'c = 21,7 Mpa (K 250)
4.1 Pekerjaan plat lantai tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
Timbunan Tanah Urug Bawah Lantai t=28 cm M3 4 .31 356,728.05 11 1,706,305.87
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .77 2,011,087.05 11 1,717,759.95
Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .85 2,342,117.52 11 4,801,219.13
Pembesian Kg 4 63.24 19,792.56 11 10,177,261.50
Pemasangan bekisting M2 2 .02 568,270.57 11 1,271,653.15
4.2 Pekerjaan Dudukan Panel Listrik tebal 10 cm mutu f'c = 21,7 Mpa (K 250)
Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .40 2,342,117.52 11 6,239,401.07
Pembesian Kg 3 02.78 19,792.56 11 6,652,070.55
Pemasangan bekisting M2 2 .20 568,270.57 11 1,387,716.73
4.3 Pekerjaan Cor Lantai Teras tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
Urugan pasir dibawah lantai kerja, t = 18 cm M3 1 .11 485,102.55 11 596,079.45
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .31 2,011,087.05 11 686,434.29
Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .74 2,342,117.52 11 1,918,615.83
Pembesian ulir Kg 1 60.52 19,792.56 11 3,526,545.75
Pemasangan bekisting M2 1 .22 568,270.57 11 771,128.96
4.4 Pekerjaan Pembuatan Saluran Kabel
Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .34 2,342,117.52 11 889,114.65
Pembesian Kg 3 6.38 19,792.56 11 799,248.09
Pemasangan bekisting M2 1 .71 568,270.57 11 1,078,634.37
V Pekerjaan Kolom mutu f'c = 21,7 Mpa (K 250)
5.1 Pekerjaan Kolom 20x20 mutu f'c = 21,7 Mpa (K 250)
Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .76 2,342,117.52 11 1,965,411.34
Pembesian Kg 2 82.62 19,792.56 11 6,209,153.30
Pemasangan bekisting M2 7 .56 517,670.57 11 4,344,084.36
VI Pekerjaan Balok mutu f'c = 21,7 Mpa (K 250)
6.1 Pekerjaan balok 25/25 cm mutu f'c = 21,7 Mpa (K 250)
Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .31 2,342,117.52 11 3,412,172.46
Pembesian ulir Kg 1 39.65 19,792.56 11 3,068,073.93
Pemasangan bekisting M2 1 5.75 513,070.57 11 8,969,756.25
VII Pekerjaan Atap Dag Beton mutu f'c = 21,7 Mpa (K 250)
7.1 Pekerjaan plat Atap tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
Beton mutu f'c = 21,7 Mpa (K 250) M3 3 .91 2,342,117.52 11 10,157,744.95
Pembesian ulir Kg 1 ,257.67 19,792.56 11 27,630,704.98
Pemasangan bekisting M2 1 9.11 568,270.57 11 12,055,473.72
7.2 Pekerjaan Listplank plat Beton tebal 8 cm mutu f'c = 21,7 Mpa (K 250)
Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .71 2,342,117.52 11 1,840,623.32
Pembesian ulir Kg 1 32.14 19,792.56 11 2,903,174.94
Pemasangan bekisting M2 8 .06 568,270.57 11 5,086,192.09
VIII Pekerjaan Dinding
8.1 Pekerjaan pasangan dinding 1/2 bata M2 5 2.70 172,026.13 11 10,063,012.36
8.2 Pekerjaan Pasangan Rollag Bata Bawah Lantai Selasar M2 3 .20 322,042.42 11 1,143,894.67
8.3 Pekerjaan Pemasangan Roster M2 1 .20 680,725.68 11 906,726.60
8.4 Plesteran dinding M2 1 09.40 78,806.90 11 9,569,837.41
8.5 Acian dinding M2 1 09.40 46,288.64 11 5,621,014.95
8.6 Pengecatan dinding M2 1 09.40 130,737.40 11 15,875,965.06
IX Pekerjaan pintu jendela
9.1 Pekerjaan Kusen pintu besi 4" M 5 .70 165,548.45 11 1,047,425.04
9.2 Pasangan daun pintu baja Daun 2 .00 2,750,000.00 11 6,105,000.00
9.3 Pasangan engsel pintu Daun Pintu Baja Bh 6 .00 50,000.00 11 333,000.00
9.4 Pasangan kunci pintu Daun Pintu Baja Set 1 .00 300,000.00 11 333,000.00
X Pekerjaan Elektrikal
10.1 Biaya Bahan
a. Kabel NYM 2x2,5mm Roll 0 .20 2,000,000.00 11 444,000.00
b. Stop Kontak Bh 2 .00 250,000.00 11 555,000.00
c. Saklar Tunggal Bh 1 .00 113,390.00 11 125,862.90
d. Saklar Ganda Bh 1 .00 113,390.00 11 125,862.90
e. Fitting Lampu Bh 3 .00 50,000.00 11 166,500.00
f. Lampu SL 24 Watt Bh 3 .00 93,750.00 11 312,187.50
h. Box panel + Aksesoris Set 1 .00 2,500,000.00 11 2,775,000.00
i. MCB 3 Phase Bh 1 .00 200,000.00 11 222,000.00
j. Exhausfan Bh 2 .00 800,000.00 11 1,776,000.00
10.2 Biaya Upah
a. Penyambungan dari gardu Ls 1 .00 3,000,000.00 11 3,330,000.00
b. Instalasi Lampu Titik 3 .00 334,420.00 11 1,113,618.60
c. Instalasi Saklar Titik 2 .00 334,420.00 11 742,412.40
d. Instalasi Stop Kontak Titik 2 .00 334,420.00 11 742,412.40
e. Instalasi Exhausfan Titik 2 .00 334,420.00 11 742,412.40
f. Pasang dan Rakit Box Panel Set 1 .00 2,500,000.00 11 2,775,000.00
XI Pekerjaan Sanitair
11.1 Pipa Roofdrain 1" M 8 .00 52,505.61 11 466,249.78
Jumlah I 405,664,216.52
J RUMAH GENSET
I Pekerjaan Tanah
1.1 Galian tanah M3 3 .83 89,470.86 11 380,566.10
II Pekerjaan Pondasi
2.1 Tiang pancang
Tiang pancang square pile 25 x 25 cm Bottom M3 9 0.00 230,000.00 11 22,977,000.00
Tiang pancang square pile 25 x 25 cm Middle M 3 60.00 253,000.00 11 101,098,800.00
Biaya Mobilisasi tiang pancang M 4 50.00 207,000.00 11 103,396,500.00
Biaya Pemancangan M 4 50.00 278,222.54 11 138,972,156.73
Penyambungan tiang pancang Bh 1 5.00 95,000.00 11 1,581,750.00
Bubukan tiang pancang Bh 3 0.00 125,000.00 11 4,162,500.00
2.2 Pekerjaan Pondasi pilecap 80x80 cm mutu f'c = 21,7 Mpa (K 250)
Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .26 485,102.55 11 137,846.74
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .13 2,011,087.05 11 285,735.25
Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .54 2,342,117.52 11 3,993,216.69
Pembesian Kg 2 85.00 19,792.56 11 6,261,375.37
Pemasangan bekisting M2 7 .68 300,001.35 11 2,557,451.53
III Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
3.1 Sloof 30x85 cm
Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .51 485,102.55 11 274,616.55
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .26 2,011,087.05 11 569,238.19
Beton mutu f'c = 21,7 Mpa (K 250) M3 4 .34 2,342,117.52 11 11,269,918.19
Pembesian Kg 5 45.39 19,792.56 11 11,982,038.87
Pemasangan bekisting M2 2 5.20 323,001.35 11 9,034,993.84
3.2 Sloof 30x60 cm
Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .14 485,102.55 11 72,692.62
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .07 2,011,087.05 11 150,680.70
Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .15 2,342,117.52 11 2,983,213.64
Pembesian Kg 1 08.34 19,792.56 11 2,380,250.25
Pemasangan bekisting M2 5 .40 323,001.35 11 1,936,070.11
3.3 TB 1 25x45 cm
Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .91 2,342,117.52 11 4,972,022.72
Pembesian Kg 1 81.49 19,792.56 11 3,987,278.62
Pemasangan bekisting M2 6 .80 323,001.35 11 2,438,014.21
IV Pekerjaan Plat lantai mutu f'c = 21,7 Mpa (K 250)
4.1 Pekerjaan plat lantai Selasar tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
Timbunan Tanah Urug Bawah Lantai t=10 cm M3 1 .84 356,728.05 11 726,997.49
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .92 2,011,087.05 11 2,049,257.49
Beton mutu f'c = 21,7 Mpa (K 250) M3 2 .20 2,342,117.52 11 5,727,770.19
Pembesian Kg 2 42.29 19,792.56 11 5,323,119.62
Pemasangan bekisting M2 5 .40 568,270.57 11 3,406,213.80
4.2 Pekerjaan Lantai Dalam Ruangan tebal 80 cm mutu f'c = 21,7 Mpa (K 250)
Timbunan Tanah Urug Bawah Lantai t=10 cm M3 2 .02 356,728.05 11 799,360.66
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 1 .01 2,011,087.05 11 2,253,234.51
Beton mutu f'c = 21,7 Mpa (K 250) M3 2 0.19 2,342,117.52 11 52,482,462.15
Pembesian Kg 4 01.41 19,792.56 11 8,818,803.02
Pemasangan bekisting M2 1 8.00 568,270.57 11 11,354,045.99
V Pekerjaan Drainase Beton mutu f'c = 21,7 Mpa (K 250)
5.1 Drainase Beton
Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .76 485,102.55 11 408,694.04
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .38 2,011,087.05 11 847,160.37
Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .82 2,342,117.52 11 4,721,146.81
Pembesian Kg 1 55.15 19,792.56 11 3,408,554.45
Pemasangan bekisting M2 1 3.10 502,720.57 11 7,310,059.81
5.2 Pekerjaan Grill Besi
Besi Siku 40x40x5, Besi Ø12 Finishing Cat M 1 2.65 350,000.00 11 4,914,525.00
VI Pekerjaan Kolom mutu f'c = 21,7 Mpa (K 250)
6.1 Pekerjaan Kolom 25x25 mutu f'c = 21,7 Mpa (K 250)
Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .83 2,342,117.52 11 2,144,794.12
Pembesian Kg 2 53.69 19,792.56 11 5,573,429.64
Pemasangan bekisting M2 6 .60 517,670.57 11 3,792,454.60
VII Pekerjaan Balok mutu f'c = 21,7 Mpa (K 250)
7.1 Pekerjaan balok 25/30 cm mutu f'c = 21,7 Mpa (K 250)
Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .58 2,342,117.52 11 4,094,606.95
Pembesian Kg 1 39.65 19,792.56 11 3,068,073.93
Pemasangan bekisting M2 1 7.85 513,070.57 11 10,165,723.74
VIII Pekerjaan Atap Dag Beton mutu f'c = 21,7 Mpa (K 250)
8.1 Pekerjaan plat Atap tebal 12 cm mutu f'c = 21,7 Mpa (K 250)
Beton mutu f'c = 21,7 Mpa (K 250) M3 5 .18 2,342,117.52 11 13,477,106.32
Pembesian ulir Kg 1 ,476.88 19,792.56 11 32,446,569.23
Pemasangan bekisting M2 2 4.76 568,270.57 11 15,615,597.92
8.2 Pekerjaan Listplank plat Beton t=8 cm mutu f'c = 21,7 Mpa (K 250)
Beton M3 1 .42 2,342,117.52 11 3,692,165.59
Pembesian ulir Kg 2 52.10 19,792.56 11 5,538,522.07
Pemasangan bekisting M2 1 4.60 568,270.57 11 9,207,185.13
IX Pekerjaan Dinding
9.1 Pekerjaan pasangan dinding 1/2 bata M2 4 9.22 172,026.13 11 9,398,509.83
9.2 Pekerjaan Pemasangan Roster M2 1 .10 680,725.68 11 831,166.05
9.3 Plesteran dinding M2 9 8.44 78,806.90 11 8,611,104.16
9.4 Acian dinding M2 9 8.44 46,288.64 11 5,057,885.85
9.5 Pengecatan dinding M2 9 8.44 130,737.40 11 14,285,466.18
X Pekerjaan pintu jendela
10.1 Pekerjaan Kusen pintu besi 4" M 7 .20 165,548.45 11 1,323,063.21
10.2 Pasangan daun pintu baja Daun 2 .00 2,750,000.00 11 6,105,000.00
10.3 Pasangan engsel pintu Daun Pintu Baja Bh 6 .00 50,000.00 11 333,000.00
10.4 Pasangan kunci pintu Daun Pintu Baja Set 1 .00 300,000.00 11 333,000.00
10.5 Pekerjaan Kusen Ventilasi Aluminium 3'' M 1 7.60 238,964.09 11 4,668,402.54
10.6 Pekerjaan Louver Ventilasi M2 3 .84 200,000.00 11 852,480.00
XI Pekerjaan Elektrikal
11.1 Biaya Bahan
Kabel NYM 2x2,5mm Roll 0 .20 2,000,000.00 11 444,000.00
Stop Kontak Bh 2 .00 250,000.00 11 555,000.00
Saklar Ganda Bh 1 .00 113,390.00 11 125,862.90
Fitting Lampu Bh 2 .00 50,000.00 11 111,000.00
Lampu SL 24 Watt Bh 3 .00 93,750.00 11 312,187.50
Box panel + Aksesoris Set 1 .00 2,500,000.00 11 2,775,000.00
MCB 3 Phase Bh 1 .00 200,000.00 11 222,000.00
Exhausfan Bh 2 .00 800,000.00 11 1,776,000.00
11.2 Biaya Upah
Penyambungan dari gardu Ls 1 .00 3,000,000.00 11 3,330,000.00
Instalasi Lampu Titik 3 .00 334,420.00 11 1,113,618.60
Instalasi Saklar Titik 1 .00 334,420.00 11 371,206.20
Instalasi Stop Kontak Titik 2 .00 334,420.00 11 742,412.40
Instalasi Exhausfan Titik 2 .00 334,420.00 11 742,412.40
Pasang dan Rakit Box Panel Set 1 .00 2,500,000.00 11 2,775,000.00
XII Pekerjaan Sanitair
12.1 Pipa Roofdrain 1" M 8 .00 52,505.61 11 466,249.78
Jumlah J 728,884,589.17
K TEMPAT TANGKI BBM
I Pekerjaan Tanah
1.1 Galian tanah M3 3 .44 89,470.86 11 341,436.92
II Pekerjaan Pondasi
2.1 Tiang pancang
Tiang pancang square pile 25 x 25 cm Bottom M 2 4.00 230,000.00 11 6,127,200.00
Tiang pancang square pile 25 x 25 cm Middle M 9 6.00 253,000.00 11 26,959,680.00
Biaya Mobilisasi tiang pancang M 1 20.00 207,000.00 11 27,572,400.00
Biaya Pemancangan M 1 20.00 278,222.54 11 37,059,241.80
Penyambungan tiang pancang Bh 4 .00 95,000.00 11 421,800.00
Bubukan tiang pancang Bh 8 .00 125,000.00 11 1,110,000.00
2.2 Pekerjaan Pondasi pilecap 80x80 cm mutu f'c = 21,7 Mpa (K 250)
Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .26 485,102.55 11 137,846.74
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .13 2,011,087.05 11 285,735.25
Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .54 2,342,117.52 11 3,993,216.69
Pembesian ulir Kg 1 42.50 19,792.56 11 3,130,687.69
Pemasangan bekisting M2 7 .68 300,001.35 11 2,557,451.53
II Pekerjaan Sloof mutu f'c = 21,7 Mpa (K 250)
2.1 Sloof 15x20 cm
Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .38 2,342,117.52 11 982,705.67
Pembesian ulir Kg 1 55.60 19,792.56 11 3,418,445.67
Pemasangan bekisting M2 1 5.12 323,001.35 11 5,420,996.30
III Pekerjaan Plat lantai mutu f'c = 21,7 Mpa (K 250)
3.1 Pekerjaan plat lantai tebal 15 cm mutu f'c = 21,7 Mpa (K 250)
Pemasangan Cerucuk Galam M 3 5.00 34,555.08 11 1,342,464.78
Timbunan Tanah Urug Bawah Lantai t = 20 cm M3 0 .97 356,728.05 11 383,000.17
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .48 2,011,087.05 11 1,079,599.29
Beton mutu f'c = 21,7 Mpa (K 250) M3 1 .45 2,342,117.52 11 3,771,912.93
Pembesian Kg 2 85.72 19,792.56 11 6,277,252.17
Pemasangan bekisting M2 1 .89 568,270.57 11 1,192,174.83
3.2 Pekerjaan Dudukan Tangki BBM tebal 20 cm mutu f'c = 21,7 Mpa (K 250)
Beton M3 0 .63 2,342,117.52 11 1,630,043.53
Pembesian Kg 9 6.79 19,792.56 11 2,126,436.31
Pemasangan bekisting M2 1 .42 568,270.57 11 895,708.07
IV Pekerjaan Dinding
4.1 Pekerjaan pasangan dinding 1/2 bata M2 5 .04 172,026.13 11 962,382.97
4.2 Plesteran dinding M2 1 0.08 78,806.90 11 881,754.67
4.3 Acian dinding M2 1 0.08 46,288.64 11 517,914.36
4.4 Pengecatan dinding M2 1 0.08 130,737.40 11 1,462,794.59
V Pekerjaan Gutter Filter Beton mutu f'c = 21,7 Mpa (K 250)
Urugan pasir dibawah lantai kerja, t = 10 cm M3 0 .10 485,102.55 11 53,846.38
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .05 2,011,087.05 11 111,615.33
Beton mutu f'c = 21,7 Mpa (K 250) M3 0 .25 2,342,117.52 11 649,937.61
Pembesian Kg 1 4.95 19,792.56 11 328,464.06
Pemasangan bekisting M2 1 .00 502,720.57 11 558,019.83
Jumlah K 143,744,166.14
L UNIT SLUDGE DRIYING BED ( SBD )
I Pekerjaan Tanah
1.1 Galian tanah M3 1 1.86 89,470.86 11 1,178,096.40
II Pekerjaan Unit Sludge Driying Bed
2.1 Pekerjaan Unit Sludge Driying Bed Beton mutu f'c = 21,7 Mpa (K 250)
Timbunan Tanah Urug Bawah Lantai t = 10 cm M3 2 .37 356,728.05 11 939,434.39
Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 1 .19 2,011,087.05 11 2,648,073.74
Beton mutu f'c = 21,7 Mpa (K 250) M3 3 0.76 2,342,117.52 11 79,958,574.69
Pembesian Kg 1 ,729.71 19,792.56 11 38,001,373.41
Pemasangan bekisting M2 3 1.25 568,270.57 11 19,711,885.41
Aksesoris dan Perpipaan Ls 1 .00 2,000,000.00 11 2,220,000.00
III Pekerjaan Perpipaan
3.1 Pipa PVC Ø 1 Inch M 3 2.00 52,505.61 11 1,864,999.13
3.2 Pipa PVC Ø 1/2 Inch M 3 2.00 19,010.00 11 675,235.20
3.3 Pipa PVC Ø 3/4 Inch M 3 2.00 151,805.75 11 5,392,140.24
3.4 Butterfly Valve Ø65 Bh 4 .00 1,000,000.00 11 4,440,000.00
3.5 Aksesoris Lainnya Ls 1 .00 5,000,000.00 11 5,550,000.00
IV Pekerjaan Lain - Lain
- Pasir Silica Ls 1 .00 3,000,000.00 11 3,330,000.00
- Kerikil Ls 1 .00 3,000,000.00 11 3,330,000.00
Jumlah L 169,239,812.60
M UTILITAS SEPTICTANK DAN SALURAN
1 Pekerjaan Tanah
- Galian tanah M3 2 .71 89,470.86 11 269,385.58
2 UTILITAS SEPTICTANK
a Pekerjaan Utilitas Septictank dan Saluran Beton mutu f'c = 21,7 Mpa (K 250)
- Timbunan Tanah Urug Bawah Lantai t = 10 cm M3 0 .54 356,728.05 11 214,812.71
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 0 .27 2,011,087.05 11 605,513.17
- Beton mutu f'c = 21,7 Mpa (K 250) M3 6 .74 2,342,117.52 11 17,535,056.79
- Pembesian Kg 3 73.53 19,792.56 11 8,206,314.18
- Pemasangan bekisting M2 1 1.07 502,720.57 11 6,175,884.50
- Aksesoris dan Perpipaan Ls 1 .00 2,000,000.00 11 2,220,000.00
Jumlah M 35,226,966.94
N JALAN LINGKUNGAN
Pekerjaan Tanah
a Galian tanah M3 5 .97 89,470.86 11 592,896.56
b Pekerjaan Jalan Lingkungan Rigid Pavment mutu f'c = 21,7 Mpa (K 250)
Rigid Pavment mutu f'c = 21,7 Mpa (K 250)
- Urugan pasir dibawah lantai kerja, t = 10 cm M3 9 6.90 485,102.55 11 52,177,144.64
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 4 8.45 2,011,087.05 11 108,155,256.26
- Beton mutu f'c = 21,7 Mpa (K 250) M3 4 47.31 2,342,117.52 11 1,162,889,175.12
- Besi Wiremesh Kg 2 ,970.23 18,941.48 11 62,449,264.29
- Pemasangan bekisting M2 6 9.70 323,001.35 11 24,991,202.67
Jumlah N 1,411,254,939.54
O TANDON AIR
Tower Tandon Bahan Baja Unit 1 .00 32,000,000.00 11 35,520,000.00
Jumlah O 35,520,000.00
P PAVING
a Pekerjaan Tanah
b Galian tanah M3 1 8.70 89,470.86 11 1,856,749.44
c Pekerjaan Perkerasan Concrete Paving Block
d Pekerjaan Pemasangan Paving Stone
e Timbunan Tanah Urug Bawah Paving t = 10 cm M3 1 6.53 356,728.05 11 6,546,937.06
f Paving Block M2 1 65.34 253,564.29 11 46,535,994.79
g Pekerjaan Kanstein
h Urugan pasir dibawah lantai kerja, t = 10 cm M3 1 6.53 485,102.55 11 8,902,960.88
- Lantai kerja beton mutu f'c = 12.2 Mpa (K-100) , t = 5 cm M3 8 .27 2,011,087.05 11 18,454,478.92
- Beton mutu f'c = 21,7 Mpa (K 250) M3 6 6.14 2,342,117.52 11 171,937,095.58
- Pemasangan bekisting M2 4 1.55 323,001.35 11 14,895,788.78
Jumlah P 269,130,005.45
IV INSTALASI PENGOLAHAN AIR
A PEKERJAAN INSTALASI PENGOLAHAN AIR STRUKTUR BAJA
I PEKERJAAN BAJA DAN BESI
1 UNIT AERASI DENGAN TRAY
Total 5 tray - dengan ukuran 6 x 2.1 x 0.3 m -- dengan ketinggian 5 meter diatas permukaan tanah
Tray, Penyangga dan Sabuk UNP
Pemasangan Baja Profil kg 9 ,168.90 50,977.79 11 518,825,351.57
Kaki Bak Aerasi, siku brasing dan penyangga HBeam 200
Pemasangan Baja Profil kg 4 ,966.32 50,977.79 11 281,020,920.72
2 UNIT KOAGULASI
a Pemasangan Baja Profil kg 1 20.00 50,977.79 11 6,790,241.16
c PERPIPAAN MENUJU TANGKI PEMBAGI ALIRAN dgn UNP
Pemasangan Baja Profil kg 3 0.00 50,977.79 11 1,697,560.29
3 TANGKI PEMBAGI ALIRAN
ukuran 700 mm x 1200 mm x 1000 mm, Tangki Pembagi Aliran , SS400 termasuk pelat sekat pelimpah, adjustable V Notch, mistar pengukur (sesuai gambar) dan Penyangga
Pemasangan Baja Profil kg 2 90.00 50,977.79 11 16,409,749.47
4 UNIT FLOKULASI
Pemasangan Baja Profil Kg 1 5,945.41 50,977.79 11 902,276,211.44
Dengan td minimal 30 menit menit
a Pelat dinding luar, tebal 10 mm, SS 400 pelat kapal
b Pelat dinding dalam, tebal 10 mm, SS 400 pelat kapal
c Ruang pengumpul lumpur, tebal pelat 10 mm, SS 400 pelat kapal
d Tiang penyangga H beam, 150 x 150 x 100 x 7
e Vertical Stiffener dinding UNP 100 x 50 x 5 mm
f Horizontal Stiffener UNP 100 x 50 x 5 mm
g Base plate : angkur M20 x L 300 mm berikut pad plate 8x170x220
h Lifting lug, tebal minimum 8 mm, minimum 2 buah
5 UNIT SEDIMENTASI
Pemasangan Baja Profil Kg 2 7,946.50 50,977.79 11 1,581,362,288.57
total dengan td 2 jam
a Pelat dinding luar, tebal 10 mm, SS 400 pelat kapal
b Bak penampung air hasil sedimentasi, pelat kapal SS 400 tebal 10 mm
c Pelat penguat bagian atas, pelat strip tebal 5 mm
d Vertical Stiffener , UNP 100 x 50 x 5 mm
e Horizontal Stiffener UNP 100 x 50 x 5 mm
f Saluran gutter air hasil sedimentasi, pelat tebal 5 mm
g Penyangga tube settler (UNP 100 x 50 x 5 mm, plate strip 4 mm)
h Penyangga saluran gutter
UNP 80x45x6
Baja Siku 50x50x5
Pipa inci, SGP, 4 x 0.30 m
Bolt and Nut, M16 x 220 mm
i Penyangga dari tube settler
j Penyangga pipa pembuangan lumpur
Baja Siku 50x50x5
U bolt ND 80 mm, material : stainless steel
k Manhole x 2 set, ukuran 500 x 500 mm, SS 400 , termasuk rubber gasket, bolt + nut
l Base plate : angkur M20 x L 300 mm berikut pad plate 8x170x220
m Lifting lug, tebal minimum 8 mm, minimum 2 buah
6 UNIT FILTER
Pemasangan Baja Profil Kg 7 ,474.91 50,977.79 11 422,970,063.43
Total filter 6 unit dengan ukuran 1 x 1.2 x 3 meter
a Pelat dinding luar, tebal 10 mm, SS 400 pelat kapal
b Pelat dasar , tebal 10 mm, SS400 pelat kapal
c Horizontal Stiffener UNP 100 x 50 x 5 mm
d Pelat penguat bagian atas, pelat strip tebal 5 mm
e Saluran gutter air bekas pencucian, pelat tebal 10 mm, SS400 pelat kapal
f Pelat dudukan filter nozzle, pelat tebal 12 mm, SS 400 pelat kapal
g Penyangga , Baja Siku 50x50x5
h Penyangga , UNP80x35x5
i Opening dari pelat dudukan filter nozzle berikut handle, gasket,bolt+nut
> ukuran pelat 550x625x10
j Manhole ukuran 500 mm ( berat : 60 kg) termasuk rubber gasket (EPDM, tebal 3 mm) dan bolt and nut
k Base plate : angkur M30 L450 mm + Pad Plate 18x170x220
l Lifting lug, tebal minimum 8 mm, minimum 2 buah
7 PEKERJAAN TANGGA DAN PLATFORM
Baja UNP 100 x 50 x 6 mm kg 5 40.00 50,036.00 11 29,991,578.40
Baja IWF 150 X 75 X 6 mm kg 1 44.00 50,036.00 11 7,997,754.24
Baja HB 150 X 150 mm kg 2 87.00 50,036.00 11 15,939,968.52
Baja Siku 50 x 50 X 5 mm kg 3 42.00 50,036.00 11 18,994,666.32
Plat Bordes t = 3.2 mm kg 5 62.00 50,036.00 11 31,213,457.52
Pipa BSP diameter 32 mm, Type Medium kg 2 32.00 50,036.00 11 12,885,270.72
Base plate 200 x 100 x 5 mm kg 6 8.24 50,036.00 11 3,790,046.87
Kick Plate, tebal 4 mm kg 3 6.80 50,036.00 11 2,043,870.53
Angkur Bolt M16, L = 50 cm buah 1 28.00 60,439.50 11 8,587,244.16
Pekerjaan pengecatan dan proteksi m2 2 8.00 95,460.00 11 2,966,896.80
II PEKERJAAN PENGELASAN, SAND BLASTING, DAN PENGECATAN
1 Pengelasan struktur IPA baja cm 4 0,450.00 6,055.46 11 271,886,951.16
2 Pekerjaan Sandblasting
a Sandblasting unit Aeration tray , spesifikasi Sa.2.5 m2 2 30.00 446,775.00 11 114,061,657.50
b Sandblasting unit Bak Pembagi , spesifikasi Sa.2.5 m2 1 6.00 446,775.00 11 7,934,724.00
c Sandblasting unit Flokulasi , spesifikasi Sa.2.5 m2 4 63.75 446,775.00 11 229,983,015.94
d Sandblasting unit Sedimentasi, spesifikasi Sa 2.5 m2 8 55.55 446,775.00 11 424,284,569.89
e Sandblasting unit Filter, spesifikasi Sa 2.5 m2 3 81.60 446,775.00 11 189,243,167.40
3 PEKERJAAN PENGECATAN
a Pengecatan perpipaan dan tiang penyangga unit koagulasi serta lainnya m2 2 .00 121,542.90 11 269,825.24
b Pengecatan dan proteksi unit Aeration(non food grade) m2 2 40.00 121,542.90 11 32,379,029.09
termasuk eksternal (minimum 300 micron), UNP100x50x5, Hbeam200x200x8
c Pengecatan dan proteksi unit Flocculation (non food grade) m2 1 6.00 121,542.90 11 2,158,601.94
termasuk eksternal (minimum 300 micron), UNP100x50x5, Hbeam200x200x8
d Pengecatan dan proteksi unit flokulasi (food grade) m2 1 50.00 121,542.90 11 20,236,893.18
termasuk internal (minimum 300 micron)
e Pengecatan dan proteksi unit sedimentasi (non food grade) m2 3 60.00 121,542.90 11 48,568,543.64
termasuk eksternal (minimum 300 micron), UNP100x50x5
f Pengecatan dan proteksi unit sedimentasi (food grade) m2 2 40.00 121,542.90 11 32,379,029.09
termasuk internal (minimum 300 micron), saluran gutter dan penyangga
g Pengecatan dan proteksi unit filter (non food grade) m2 1 50.00 121,542.90 11 20,236,893.18
termasuk eksternal (minimum 300 micron), UNP100x50x5
h Pengecatan dan proteksi unit filter (food grade) m2 1 50.00 121,542.90 11 20,236,893.18
termasuk internal (minimum 300 micron)
III PEKERJAAN PERPIPAAN DAN ASSESORIES
Pekerjaan perpipaan dan assesories meliputi pengadaan dan pemasangan pipa dan
assesories lengkap dengan packing, mur dan baud sesuai spesifikasi teknis dan gambar
1 Perpipaan Flowmeter dan Injeksi kimia, sesuai tata letak IPA, terdiri dari, terdiri dari :
a Flow Meter Air Baku
- Pipa Galvanis diameter 150 mm Sch. 10 m 1 4.00 772,525.00 11 12,005,038.50
- Flange Steel dia. 150 mm bh 5 .00 928,116.00 11 5,151,043.80
- Tee steel dia. 150 x 150 mm bh 2 .00 483,781.00 11 1,073,993.82
- Bend 90 steel dia. 150 mm bh 2 .00 618,591.00 11 1,373,272.02
- Flange adaptor diameter 150 mm, Cast Iron bh 3 .00 1,232,070.00 11 4,102,793.10
- Butterfly Valve diameter 150 mm bh 3 .00 6,481,421.00 11 21,583,131.93
- Bolt and nut M16 x 80 bh 1 6.00 23,000.00 11 408,480.00
- Gasket 150 mm bh 2 .00 21,059.81 11 46,752.77
- Bolt and Nut M16 x 120 bh 2 4.00 23,000.00 11 612,720.00
- Penyangga pipa kg 1 22.00 50,977.79 11 6,903,411.85
- pengecatan pipa dan penyangga m2 1 0.65 60,771.45 11 718,738.00
b Flowmeter Distribusi 1
- Pipa Galvanis dia. 150 mm Sch. 10 m 9 .00 772,525.00 11 7,717,524.75
- Flange Steel Dia. 150 mm bh 5 .00 928,116.00 11 5,151,043.80
- Tee steel dia. 150 x 150 mm bh 2 .00 483,781.00 11 1,073,993.82
- Bend 90 steel dia. 150 mm bh 2 .00 618,591.00 11 1,373,272.02
- Flange adaptor dia. 150 mm, Cast Iron bh 3 .00 1,232,070.00 11 4,102,793.10
- Butterfly Valve dia.150 mm bh 3 .00 6,481,421.00 11 21,583,131.93
- Bolt and nut M16 x 80 bh 1 6.00 23,000.00 11 408,480.00
- Gasket 150 mm bh 2 .00 21,059.81 11 46,752.77
- Bolt and Nut M16 x 120 bh 2 4.00 23,000.00 11 612,720.00
- Penyangga pipa kg 1 22.00 50,977.79 11 6,903,411.85
- pengecatan pipa dan penyangga m2 1 0.65 60,771.45 11 718,738.00
c Flowmeter Distribusi 2
- Pipa Galvanis diameter 110 mm Sch. 20 m 9 .00 490,829.00 11 4,903,381.71
- Flange Steel Dia. 110 mm bh 5 .00 647,163.00 11 3,591,754.65
- Tee steel dia. 110 x 110 mm bh 2 .00 233,562.00 11 518,507.64
- Bend 90 steel dia. 110 mm bh 2 .00 344,544.00 11 764,887.68
- Flange adaptor diameter 110 mm, Cast Iron bh 3 .00 924,204.00 11 3,077,599.32
- Butterfly Valve diameter 150 mm bh 3 .00 4,273,260.00 11 14,229,955.80
- Bolt and nut M16 x 80 bh 1 6.00 23,000.00 11 408,480.00
- Gasket 110 mm bh 2 .00 13,001.21 11 28,862.68
- Bolt and Nut M16 x 120 bh 2 4.00 23,000.00 11 612,720.00
- Penyangga pipa kg 1 22.00 50,977.79 11 6,903,411.85
- pengecatan pipa dan penyangga m2 1 0.65 60,771.45 11 718,738.00
2 Perpipaan Tangki Aerasi
a Inlet
- Pipa Galvanis dia. 150 mm Sch. 10 m 2 9.00 772,525.00 11 24,867,579.75
- Bend diameter 150 mm x 90 ° bh 2 .00 618,591.00 11 1,373,272.02
- Tee diameter 150 mm bh 1 .00 483,781.00 11 536,996.91
- Blind Flange 150 mm bh 2 .00 605,416.00 11 1,344,023.52
- Flange 150 mm bh 9 .00 928,116.00 11 9,271,878.84
- Gasket 150 mm bh 9 .00 21,059.81 11 210,387.48
- Bolt and Nut M16 x 65 bh 7 2.00 23,000.00 11 1,838,160.00
- Pengecatan pipa dan support m2 2 .00 60,771.45 11 134,912.62
b Outlet
- Pipa Galvanis Sch. 10, diameter 100 mm, Welded Joint m 5 .00 490,829.00 11 2,724,100.95
- Flange, diameter 100 mm Welded Joint bh 4 .00 647,163.00 11 2,873,403.72
- Butterfly Valve, diameter 100 mm bh 2 .00 4,273,260.00 11 9,486,637.20
- Bend diameter 100 mm x 90º, Welded joint bh 2 .00 344,544.00 11 764,887.68
- Penyangga pipa kg 5 6.00 50,977.79 11 3,168,779.21
- Pengecatan pipa dan support m2 2 .00 60,771.45 11 134,912.62
3 Perpipaan Tangki Pembagi Aliran
- Outlet Tangki Koagulasi
- Pipa Galvanis Sch. 10, diameter 100 mm, Welded Joint m 5 .00 490,829.00 11 2,724,100.95
- Flange, diameter 100 mm Welded Joint bh 4 .00 647,163.00 11 2,873,403.72
- Butterfly Valve, diameter 100 mm bh 2 .00 4,273,260.00 11 9,486,637.20
- Bend diameter 100 mm x 90º, Welded joint bh 2 .00 344,544.00 11 764,887.68
- Bolt and nut M16 x 120 set 1 6.00 23,000.00 11 408,480.00
- Pengecatan pipa dan support pipa m2 2 1.00 60,771.45 11 1,416,582.52
4 Perpipaan Unit Flokulasi
a Outlet Lumpur
- Pipa Galvanis Sch. 10, dia. 50 mm, Welded Joint bh 1 4.00 262,241.00 11 4,075,225.14
- Butterfly Valve, diameter 50 mm m' 1 0.00 2,962,596.00 11 32,884,815.60
- Flange diameter 50 mm bh 2 0.00 533,470.00 11 11,843,034.00
- Bolt and nut M16x120 bh 4 0.00 23,000.00 11 1,021,200.00
- Bend, diameter 50 mm x 90°, welded joint bh 1 0.00 159,801.00 11 1,773,791.10
- Penyangga pipa kg 1 03.00 50,977.79 11 5,828,290.33
- Pengecatan pipa dan support bh 1 2.00 60,771.45 11 809,475.73
b Nozzle untuk outlet
- Pipa Galvanis Sch. 10, diameter 100 mm, Welded Joint bh 1 .00 490,829.00 11 544,820.19
- Flange diameter 100 mm , Welded Joint m2 8 .00 647,163.00 11 5,746,807.44
- Gasket 100 mm LS 4 .00 13,001.21 11 57,725.36
- Bolt and Nut M16 x 55 bh 3 2.00 23,000.00 11 816,960.00
- Pengecatan pipa dan support m' 4 .00 60,771.45 11 269,825.24
5 Perpipaan Unit Sedimentasi
a Pipa perforated
- Pipa Perforated, diameter 100 mm m 1 3.00 490,829.00 11 7,082,662.47
- Flange diameter 100 mm steel bh 6 .00 647,163.00 11 4,310,105.58
- Blind Flange dia. 100 mm bh 2 .00 457,651.00 11 1,015,985.22
- Gasket 100 mm bh 4 .00 13,001.21 11 57,725.36
- Bolt and nut M16x55 bh 8 .00 23,000.00 11 204,240.00
- Penyangga pipa kg 5 6.00 50,977.79 11 3,168,779.21
b Nozzle untuk inlet
- Pipa Baja Galvanis Sch. 20, diameter 300 mm, Spigot - Spigot Welded Joint, Panjang 10 cm bh 2 .00 237,988.20 11 528,333.80
- Flange, diameter 300 mm , Steel, PN 10 bh 2 .00 2,283,766.00 11 5,069,960.52
- Penyangga pipa kg 1 12.00 50,977.79 11 6,337,558.42
- U-bolt dia. 300 mm bh 2 .00 36,935.25 11 81,996.26
- Pengecatan pipa dan support m2 4 .00 60,771.45 11 269,825.24
c Pipa perforated
- Pipa Perforated , diameter 300 mm Panjang 6 m bh 2 .00 14,279,292.00 11 31,700,028.24
- Flange diameter 300 mm steel bh 4 .00 2,283,766.00 11 10,139,921.04
- Penyangga pipa kg 5 6.00 50,977.79 11 3,168,779.21
- U-bolt dia. 300 mm bh 1 2.00 36,935.25 11 491,977.53
- Blind Flange dia. 300 mm bh 2 .00 1,871,751.00 11 4,155,287.22
d nozzle pembuangan lumpur
- Pipa Baja Galvanis Sch. 20, diameter 50 mm, Spigot - Spigot Welded Joint, Panjang 10 cm bh 6 .00 26,224.10 11 174,652.51
- Pipa Baja Galvanis Sch. 20 diameter 50 mm, Welded Joint m' 4 .00 262,241.00 11 1,164,350.04
- Flange, diameter 50 mm , Steel, PN 10 bh 6 .00 533,470.00 11 3,552,910.20
- Butterfly Valve diameter 50 mm, Wafer type, Lever type, Cast Iron bh 6 .00 2,962,596.00 11 19,730,889.36
- Flange adaptor , diameter 50 mm, Cast Iron / Ductile Iron, PN 10 bh 6 .00 314,319.00 11 2,093,364.54
- Bend diameter 50 mm x 90 °, Welded joint bh 6 .00 159,801.00 11 1,064,274.66
- Rubber gasket 3 mm, bolt and nut berikut kelengkapan lain ls 1 .00 200,000.00 11 222,000.00
- Penyangga pipa berikut U bolt , bolt and nut ls 1 .00 862,908.27 11 957,828.18
- Butterfly Valve : lever operation untuk diameter 50 - 100 mm, Brand : AVK, Bray, Ebro, Keystone, VAG
e Perpipaan Outlet
- Pipa Baja Galvanis Sch. 20, diameter 150 mm, Spigot - Spigot Welded Joint, Panjang 20 cm bh 2 .00 154,505.00 11 343,001.10
- Pipa Baja Galvanis Sch. 20, diameter 150 mm, Spigot - Spigot Welded Joint, Panjang 60 cm bh 2 .00 463,515.00 11 1,029,003.30
- Pipa Baja Galvanis Sch. 20, diameter 150 mm, Spigot - Spigot Welded Joint, Panjang 140 cm bh 2 .00 1,081,535.00 11 2,401,007.70
- Flange, diameter 150 mm , Steel, PN 10 bh 4 .00 928,116.00 11 4,120,835.04
- Bend diameter 150 mm x 90 °, Steel, Welded joint bh 2 .00 618,591.00 11 1,373,272.02
- Rubber gasket 3 mm, bolt and nut berikut kelengkapan lain ls 1 .00 200,000.00 11 222,000.00
- Penyangga pipa berikut U bolt , bolt and nut ls 1 .00 862,908.27 11 957,828.18
6 Perpipaan Unit Filtrasi
a Perpipaan header inlet filter
- Pipa Baja Galvanis Sch. 20, diameter 200 mm, Spigot - Spigot Welded Joint, Panjang 800 cm bh 2 .00 8,474,264.00 11 18,812,866.08
- Flange , diameter 200 mm , Steel, Welded Joint, PN 10 bh 2 .00 1,429,855.00 11 3,174,278.10
- Blind flange , diameter 200 mm , Steel, Welded Joint, PN 10 bh 6 .00 1,018,979.00 11 6,786,400.14
- Tee Stub In pada pipa diameter 200 x 100 mm joint 2 .00 1,412,796.00 11 3,136,407.12
- Butterfly Valve diameter 100 mm, Wafer type, Cast Iron, Connection to Flange PN 10 bh 6 .00 4,273,260.00 11 28,459,911.60
- Flange Adaptor, diameter 100 mm, ductile iron, PN 10 bh 6 .00 924,204.00 11 6,155,198.64
- Flange , diameter 100 mm , Steel, Welded Joint, PN 10 bh 6 .00 647,163.00 11 4,310,105.58
- Pipa Baja Galvanis Sch. 20, diameter 100 mm, Spigot - Spigot Welded Joint, Panjang 20 cm bh 6 .00 98,165.80 11 653,784.23
- Rubber gasket 3 mm, bolt and nut berikut kelengkapan lain ls 1 .00 200,000.00 11 222,000.00
- Penyangga pipa berikut U bolt , bolt and nut ls 1 .00 862,908.27 11 957,828.18
b Perpipaan inlet filter menuju filter
- Equal Tee, diameter 100 x 100 mm, Steel, Welding Joint bh 6 .00 233,562.00 11 1,555,522.92
- Pipa Baja Galvanis Sch. 20, diameter 100 mm, Spigot - Spigot Welded Joint, Panjang 20 cm bh 6 .00 98,165.80 11 653,784.23
- Pipa Baja Galvanis Sch. 20, diameter 100 mm, Spigot - Spigot Welded Joint, Panjang 10 cm bh 6 .00 50,486.20 11 336,238.09
- Butterfly Valve diameter 100 mm, Wafer type, Cast Iron, Connection to Flange PN 10 bh 6 .00 4,273,260.00 11 28,459,911.60
- Flange Adaptor, diameter 100 mm, ductile iron, PN 10 bh 6 .00 924,204.00 11 6,155,198.64
- Flange , diameter 100 mm , Steel, Welded Joint, PN 10 bh 6 .00 924,204.00 11 6,155,198.64
- Rubber gasket 3 mm, bolt and nut berikut kelengkapan lain ls 1 .00 200,000.00 11 222,000.00
- Penyangga pipa berikut U bolt , bolt and nut ls 1 .00 862,908.27 11 957,828.18
c Perpipaan air pencucian filter
- Perpipaan header inlet filter
- Equal Tee, diameter 100 x 100 mm, Welding Joint bh 1 .00 233,562.00 11 259,253.82
- Pipa Galvanis Sch. 10, diameter 100 mm m 1 0.00 490,829.00 11 5,448,201.90
- Flange, diameter 100 mm, Welded Joint bh 8 .00 647,163.00 11 5,746,807.44
- Blind flange, diameter 100 mm, Steel, Welded Joint bh 2 .00 457,651.00 11 1,015,985.22
- Butterfly Valve diameter 100 mm bh 6 .00 4,273,260.00 11 28,459,911.60
- Gasket 100 mm bh 2 .00 13,001.21 11 28,862.68
- Bolt and nut M16x55 set 1 6.00 23,000.00 11 408,480.00
- Bolt and nut M16x120 set 4 8.00 16,788.75 11 894,504.60
- Penyangga pipa berikut U bolt , bolt and nut kg 2 0.00 50,977.79 11 1,131,706.86
d Perpipaan inlet filter menuju filter
- Tee Stub In pada pipa diameter 100 x 50 x 50 mm bh 6 .00 233,562.00 11 1,555,522.92
- Pipa Galvanis Sch. 10, diameter 50 mm m 3 .00 254,412.00 11 847,191.96
- Butterfly Valve diameter 50 mm bh 6 .00 2,962,596.00 11 19,730,889.36
- Flange, diameter 50 mm, Welded Joint bh 6 .00 533,470.00 11 3,552,910.20
- Bolt and nut M16x100 set 2 4.00 16,788.75 11 447,252.30
- Penyangga pipa berikut U bolt , bolt and nut kg 2 0.00 50,977.79 11 1,131,706.86
e Perpipaan air buangan pencucian filter
- Pipa Baja Galvanis Sch. 10, diameter 50 mm m 2 0.40 254,412.00 11 5,760,905.33
- Butterfly Valve diameter 50 mm bh 6 .00 2,962,596.00 11 19,730,889.36
- Flange, diameter 50 mm, Welded Joint bh 1 2.00 533,470.00 11 7,105,820.40
- Bend 90, diameter 50 mm, Welding Joint bh 1 2.00 159,801.00 11 2,128,549.32
- Bolt and nut M16x100 set 2 4.00 16,788.75 11 447,252.30
- Penyangga pipa berikut U bolt , bolt and nut kg 2 0.00 50,977.79 11 1,131,706.86
f Perpipaan outlet filter
- Pipa Galvanis Sch. 10, diameter 50 mm bh 1 8.00 254,412.00 11 5,083,151.76
- Flange, diameter 50 mm, Welding Joint bh 1 2.00 533,470.00 11 7,105,820.40
- Bend 90, diameter 50 mm, Welding Joint bh 6 .00 159,801.00 11 1,064,274.66
- Butterfly Valve diameter 50 mm bh 6 .00 2,962,596.00 11 19,730,889.36
- Bolt and nut M16x100 bh 2 4.00 16,788.75 11 447,252.30
- Tee Stub In 50 x 100 mm, Steel, Welding Joint bh 6 .00 324,472.00 11 2,160,983.52
- Penyangga pipa berikut U bolt , bolt and nut kg 2 0.00 50,977.79 11 1,131,706.86
g Perpipaan header outlet filter
- Pipa Baja Galvanis Sch. 20, diameter 100 mm, Spigot - Spigot Welded Joint, Panjang 880 cm m 9 .00 464,992.00 11 4,645,270.08
- Blind flange, diameter 100 mm, Steel, PN 10 bh 2 .00 457,651.00 11 1,015,985.22
- Flange, diameter 50 mm, Steel , PN 10 bh 2 .00 647,163.00 11 1,436,701.86
- Bend 90, diameter 100 mm, Steel, Welding Joint bh 2 .00 344,544.00 11 764,887.68
- Reducer Tee, diameter 100 x 40 mm, Welding Joint bh 1 .00 174,868.00 11 194,103.48
- Air Valve, diameter 40 mm bh 1 .00 1,858,576.00 11 2,063,019.36
- Flange, diameter 40 mm bh 1 .00 533,470.00 11 592,151.70
- Gasket 100 mm bh 2 .00 13,001.21 11 28,862.68
- Bolt and nut M16x55 set 1 6.00 23,000.00 11 408,480.00
- Penyangga pipa berikut U bolt , bolt and nut kg 2 0.00 50,977.79 11 1,131,706.86
h Perpipaan udara dari air blower
- Flange, diameter 50 mm, Steel, PN 10 bh 2 .00 533,470.00 11 1,184,303.40
- Pipa Baja Galvanis Sch. 10, diameter 50 mm m 5 5.90 254,412.00 11 15,786,010.19
- Bend 90, diameter 50 mm, Steel, Welding Joint bh 3 .00 159,801.00 11 532,137.33
- Equal Tee, diameter 50 x 50 mm, Welding Joint bh 6 .00 170,263.00 11 1,133,951.58
- Butterfly Valve, diameter 50 mm bh 6 .00 2,962,596.00 11 19,730,889.36
- Flange, diameter 50 mm bh 1 2.00 533,470.00 11 7,105,820.40
- Bolt and nut M16x65 set 2 4.00 23,000.00 11 612,720.00
- Penyangga pipa berikut U bolt , bolt and nut kg 2 0.00 50,977.79 11 1,131,706.86
i Perpipaan venting udara
- Pipa Galvanis Sch. 10, diameter 32 mm m' 2 8.20 167,012.00 11 5,227,809.62
- Flange diameter 32 mm, Welded Joint bh 1 2.00 312,095.00 11 4,157,105.40
- Bend diameter 32 mm x 90 °. Welded joint bh 1 8.00 159,801.00 11 3,192,823.98
- Penyangga pipa berikut U bolt , bolt and nut kg 1 4.00 50,977.79 11 792,194.80
j Perpipaaan air dan udara untuk pencucian filter dibawah pelat filter t: 12 mm
- Pipa baja galvanised diameter 100 mm m 7 .20 475,560.00 11 3,800,675.52
- Pipa baja galvanised diameter 50 mm - 0.60 meter bh 6 .00 152,647.20 11 1,016,630.35
- Pipa baja galvanised diameter 50 mm - 0.50 meter bh 2 4.00 127,206.00 11 3,388,767.84
- Pipa baja galvanised diameter 50 mm - 0.45 meter bh 2 4.00 114,485.40 11 3,049,891.06
- Tee 50 mm x 50 mm , stub in pada pipa 200 mm, galvanised bh 5 4.00 170,263.00 11 10,205,564.22
- Pipa baja galvanised diameter 50 mm stub in ke pipa 50 mm bh 6 .00 127,206.00 11 847,191.96
- Flange diameter 200 mm, steel, PN 10 bh 1 2.00 1,429,855.00 11 19,045,668.60
- Flange diameter 50 mm, steel, PN 10 bh 5 4.00 533,470.00 11 31,976,191.80
- Penyangga pipa berikut U bolt untuk pipa diameter diameter 200 mm dan 50 mm kg 2 40.00 50,977.79 11 13,580,482.32
8 Pengadaan dan Pemasangan Perpipaan Break Tank
- Pipa Galvanis Sch. 10, diameter 100 mm m' 1 .00 475,560.00 11 527,871.60
- Flange, diameter 100 mm, Steel , PN 10 bh 2 .00 647,163.00 11 1,436,701.86
- Butterfly Valve diameter 100 mm bh 1 .00 4,273,260.00 11 4,743,318.60
- Bolt and nut M16x120 set 8 .00 23,000.00 11 204,240.00
9 Pengadaan dan Pemasangan Unit Static Mixer
- Static mixer ukuran 4 inci, Blade : Plastik bh 1 .00 12,000,000.00 11 13,320,000.00
- Pipa Baja Galvanis dia. 100 mm Sch. 20, Flange-Spigot, Flange PN 10, panjang 0.5 meter bh 4 .00 252,431.00 11 1,120,793.64
- Pipa Baja Galvanis dia. 100 mm Sch. 20 , Flange-Spigot, Flange PN 10, panjang 0.3 meter bh 4 .00 151,458.60 11 672,476.18
- Pipa injeksi kimia, Pipa baja galvanis, diameter 150 mm Sch.20, panjang 0.5 meter bh 1 .00 371,611.50 11 412,488.77
- Tee diameter 150 x 150 mm, Steel, All Flange, PN 10 bh 2 .00 483,781.00 11 1,073,993.82
- Butterfly Valve diameter 150 mm, Wafer type, Handwheel, Cast Iron, PN 10 bh 3 .00 6,481,421.00 11 21,583,131.93
- Flange adaptor , diameter 150 mm, Cast Iron / Ductile Iron, PN 10 bh 3 .00 928,116.00 11 3,090,626.28
- Bend diameter 150 mm x 90 °. All flange, PN 10 bh 2 .00 618,591.00 11 1,373,272.02
- U-bolt + nut, untuk pipa ukuran 200 mm set 6 .00 23,631.84 11 157,388.08
- Gasket diameter 200 mm, tebal 3 mm, material : EPDM bh 1 4.00 29,252.72 11 454,587.24
- Bolt + Nut, M16 x 20 - 25 cm, Galvanised bh 1 44.00 23,000.00 11 3,676,320.00
10 Pengadaan dan Pemasangan Perpipaan Layanan Air Bersih
- Pengadaan dan pemasangan perpipaan layanan air bersih termasuk valve, fitting dan accessories
- Pipa PVC AW Class diameter 25 mm, Jalur Air Bersih ke Unit Bangunan meter 2 00.00 151,805.75 11 33,700,876.50
- Pipa PVC AW Class diameter 15 mm,untuk pelarutan bahan kimia meter 8 0.00 52,505.61 11 4,662,497.82
11 Perpipaan Tangki Resin
- Pemasangan Perpipaan dengan Pipa PVC AW Rucika
- Header pipa feed 6 inch PVC AW panjang 3.6 meter bh 1 .00 1,569,375.00 11 1,742,006.25
- Cabang 2 PVC 4 inch per filter 12 meter bh 2 .00 953,320.56 11 2,116,371.64
- Face piping for, inlet (top) Outlet (bottom) ; 8 meter bh 2 .00 635,547.04 11 1,410,914.43
- Stop valve 4 inch PVC bh 1 0.00 1,552,500.00 11 17,232,750.00
- Regeration line 1 inch 20m bh 1 .00 52,505.61 11 58,281.22
- stop valve 1 inch; 3 unit bh 3 .00 61,500.00 11 204,795.00
- Drain line 2 inch - 3 meter bh 3 .00 189,370.25 11 630,602.93
- Drain valve 2 inch bh 1 .00 525,000.00 11 582,750.00
12 Unit Static Mixer - Klorin, terdiri dari
- Static mixer ukuran 3 inci, Blade : plastik bh 1 .00 7,200,000.00 11 7,992,000.00
- Pipa Baja Galvanis dia. 150 mm Sch. 20, Flange-Spigot, Flange PN 10, panjang 0.5 meter bh 4 .00 371,611.50 11 1,649,955.06
- Pipa Baja Galvanis dia. 150 mm Sch. 20 , Flange-Spigot, Flange PN 10, panjang 0.3 meter bh 4 .00 222,966.90 11 989,973.04
- Pipa injeksi kimia, Pipa baja galvanis, diameter 150 mm Sch.20, panjang 0.5 meter bh 1 .00 371,611.50 11 412,488.77
- Tee diameter 150 x 150 mm, Steel, All Flange, PN 10 bh 2 .00 483,781.00 11 1,073,993.82
- Butterfly Valve diameter 150 mm, Wafer type, Handwheel, Cast Iron, PN 10 bh 3 .00 6,481,421.00 11 21,583,131.93
- Flange adaptor , diameter 150 mm, Cast Iron / Ductile Iron, PN 10 bh 3 .00 1,232,070.00 11 4,102,793.10
- Bend diameter 150 mm x 90 °. All flange, PN 10 bh 2 .00 618,591.00 11 1,373,272.02
- U-bolt + nut, untuk pipa ukuran 200 mm set 6 .00 23,631.84 11 157,388.08
- Gasket diameter 200 mm, tebal 3 mm, material : EPDM bh 1 4.00 29,252.72 11 454,587.24
- Bolt + Nut, M16 x 20 - 25 cm, Galvanised bh 1 44.00 23,000.00 11 3,676,320.00
13 Perpipaan Layanan Air Bersih sesuai kondisi lapangan (tata letak IPA)
Pengadaan dan pemasangan perpipaan layanan air bersih termasuk valve, fitting dan accessories
- Pipa PVC AW Class diameter 25 mm, 32 mm, 50 mm, Jalur Air Bersih ke Unit Bangunan meter 2 00.00 151,805.75 11 33,700,876.50
- Pipa PVC AW Class diameter 15 mm, 25 mm untuk pelarutan bahan kimia meter 8 0.00 135,031.85 11 11,990,827.90
- Pipa PVC AW Class diameter 15 mm, 25 mm untuk flushing unit pembubuhan kimia meter 8 0.00 135,031.85 11 11,990,827.90
IV PEKERJAAN TUBE SETTLER DAN MEDIA FILTER
sesuai gambar desain
- Tube Settler : Tebal 1.5 mm, Material PVC, Tinggi tegak 880 mm, Sudut pemasangan 60 derajat termasuk penyangga m3 24 7,440,000.00 11 198,201,600.00
- Media Filter
- Pasir Silika , ukuran: US 14 - 20 mesh, ketebalan 70 mm per filter kg 7776 5,000.00 11 43,156,800.00
- Kerikil, ukuran: US 4 - 8 mesh, ketebalan 30 mm kg 3240 7,000.00 11 25,174,800.00
- Nozzle , Material : PP/PVDF, slot width : 0.5 mm, long stem 80 - 120 mm bh 810 60,000.00 11 53,946,000.00
V PEKERJAAN RESIN FILTER
1 Tangki Resin, kapasitas 2 x 5 liter/detik Lot 1 .00 3,768,130,000.00 11 4,182,624,300.00
- Spesifikasi :
a Dimensi : Diameter 1,1 m x Tinggi Shell 2,8 m
b Jumlah : 2 Unit
c Material
c.1 Tangki
- Head Plate : SS400 , tebal 6 mm
- Shell Plate : SS400 , tebal 5 mm
- Base Plate : SS400 , tebal 12 mm
- Leg Support : SS400 , 4 "
- Tangga : A36
- Man Hole : A106 Gr.B
- Flange : A105 #150
- Fastener : A193 B7/2H
- Gasket : Spriral wound
c.2 Coating External
- Cat Primer : Interzinc 22 , 50-75 micron
- Cat Intermediate : Interguard 475 HS , 100 -150 micron
- Top coat : Intertahne 990 PU, 50 - 75 micron
c.3 Coating Inaternal
- PTFE G400 Grade -B
- Tebal 3 mm
c.4 Media Resin
- Amberlite SCAV4 Cl Ion Exchange Resin
- Type : strong base anion
- size 630 -850 micron
- Total exchange capacity : > 0.8 eq/L( Cl-)
- Jumlah Media Resin 1450 liter/tangki
- Mampu menurunkan warna dari 100 PtCo menjadi < 10 PtCo
d Surface preparation : sand balisting S.a. 2.5
e Tekanan design 5 bar, tekanan kerja 3 bar
f Pengujian :
- Hidrostatic test 5 bar
- Electrostatic test 15.000 Volt
2 Kelengkapan Tangki Resin
a Nozzle pada base plate tangki resin , material plastik dengan ukuran slot < 500 micron
b Pressure gauge inlet dan outlet
c Flow meter (Rotameter ) pada jalur pipa regenerasi
d Alat Anti Biofilm & Pencegah Scaling
- Type : ultrasound
- Daya listrik 60 watt
- Tanpa bahan kimia
- Jumlah 1 unit
e Tangki Regenerasi
- Material PE, Volume 5 M3, jumlah 2 unit
- Perpipaan PVC termasuk asesoris ( PVC AW)
f TDS Meter dengan range pengkuran sampai 50.000 ppm, 1 unit
Jumlah A 10,819,392,398.04
B PEKERJAAN UNIT PEMBUBUHAN BAHAN KIMIA
1 Unit Pembubuhan Koagulan, terdiri dari
Larutan : PAC atau Alum Sulfat
- Tangki Pelarutan PAC, FRP/PVC, volume 1.000 liter bh 1 .00 2,353,601.25 11 2,612,497.39
- Tangki Penyimpanan Larutan PAC , FRP/PVC, volume 1.000 liter bh 2 .00 2,353,601.25 11 5,224,994.78
- Agitator untuk tangki pelarutan, 200 - 300 rpm, gear box ratio 1 : 5 - 6, motor 0.75 kW bh 1 .00 17,628,187.50 11 19,567,288.13
- Pompa Pembubuhan Koagulan, 35 liter/jam x 5m, Mechanical Actuated Diaphragm, Motor 0.4 HP bh 2 .00 35,100,000.00 11 77,922,000.00
- Foot Valve + Strainer pada bagian hisap pompa pompa pembubuhan bh 1 .00 148,412.55 11 164,737.93
- Ball Valve, diameter 15 mm, PVC bh 3 .00 314,285.40 11 1,046,570.38
- Check Valve, diameter 15 mm , PVC bh 1 .00 11,282,040.00 11 12,523,064.40
- Perpipaan , diameter 15 mm (PVC AW class), fitting & acessories bh 1 .00 148,412.55 11 164,737.93
- Penyangga pipa termasuk pengecatan bh 3 0.00 60,771.45 11 2,023,689.32
2 Unit Pembubuhan Larutan Klor, terdiri dari
Larutan : NaOCl atau Ca(OCl)2
- Tangki Pelarutan PAC, FRP/PVC, volume 1.000 liter bh 1 .00 2,353,601.25 11 2,612,497.39
- Tangki Penyimpanan Larutan PAC , FRP/PVC, volume 1.000 liter bh 2 .00 2,353,601.25 11 5,224,994.78
- Agitator untuk tangki pelarutan, 200 - 300 rpm, gear box ratio 1 : 5 - 6, motor 0.75 kW bh 1 .00 17,628,187.50 11 19,567,288.13
- Pompa Pembubuhan Larutan Klor, 2 liter/jam x 5 bar, Mechanical Actuated Diaphragm bh 2 .00 31,850,000.00 11 70,707,000.00
- Foot Valve + Strainer pada bagian hisap pompa pompa pembubuhan bh 1 .00 148,412.55 11 164,737.93
- Ball Valve, diameter 15 mm, PVC bh 3 .00 314,285.40 11 1,046,570.38
- Check Valve, diameter 15 mm , PVC bh 1 .00 11,282,040.00 11 12,523,064.40
- Perpipaan , diameter 15 mm (PVC AW class), fitting & acessories bh 1 .00 148,412.55 11 164,737.93
- Penyangga pipa termasuk pengecatan bh 1 .00 60,771.45 11 67,456.31
- Vendor Metering Pump direkomendasikan : Prominent; grundfos, Tacmina
3 Unit Pembubuhan Kapur Tohor, terdiri dari
Tangki Pelarutan kapur , FRP/PVC, volume 1.000 liter bh 1 .00 2,353,601.25 11 2,612,497.39
- Tangki Penyimpanan Larutan Kapur, FRP/PVC, volume 1.000 liter bh 2 .00 2,353,601.25 11 5,224,994.78
- Agitator untuk tangki pelarutan, 200 - 300 rpm, gear box ratio 1 : 5 - 6, motor 0.75 kW, baja galvanis Sch. 20 + Epoxy Coating bh 1 .00 17,628,187.50 11 19,567,288.13
- Pompa Pembubuhan Larutan Kapur, 35 liter/jam x 5 bar, Mechanical Actuated Diaphragm, Motor 0.25 HP bh 3 .00 35,100,000.00 11 116,883,000.00
- Solenoid Driven, Digital - Input / Output & Analog – Input, built in pump; with additional Manual with stroke length adjustment, 0-100%, manual speed control 0-100%
- Foot Valve + Strainer pada bagian hisap pompa pompa pembubuhan bh 2 .00 148,412.55 11 329,475.86
- Ball Valve, diameter 15 mm, PVC bh 9 .00 38,614.13 11 385,755.11
- Check Valve, diameter 15 mm , PVC bh 4 .00 314,285.40 11 1,395,427.18
- Perpipaan , diameter 15 mm (PVC AW class), fitting & acessories bh 4 .00 78,571.35 11 348,856.79
- Penyangga pipa termasuk pengecatan bh 9 .00 60,771.45 11 607,106.80
4 Unit Pembubuhan H2O2
H2O2 50% dilarutkan sampai 100X
- Tangki Pelarutan Soda Abu , FRP/PVC, volume 1.000 liter bh 1 .00 2,353,601.25 11 2,612,497.39
- Tangki Penyimpanan Larutan Soda Abu, FRP/PVC, volume 1.000 liter bh 2 .00 2,353,601.25 11 5,224,994.78
- Agitator untuk tangki pelarutan, 200 - 300 rpm, gear box ratio 1 : 5 - 6, motor 0.75 kW, baja galvanis Sch. 20 + Epoxy Coating bh 1 .00 17,628,187.50 11 19,567,288.13
- Pompa Pembubuhan Larutan Klor, 30 liter/jam x 5 bar bh 2 .00 31,850,000.00 11 70,707,000.00
- Solenoid Driven, Digital - Input / Output & Analog – Input, built in pump; with additional Manual with stroke length adjustment, 0-100%, manual speed control 0-100%
- Compatible to SCM system
- Solenoid Driven, Digital - Input / Output & Analog – Input, built in pump; with additional Manual with stroke length adjustment, 0-100%, manual speed control 0-100%
- Foot Valve + Strainer pada bagian hisap pompa pompa pembubuhan bh 2 .00 148,412.55 11 329,475.86
- Strainer, diameter 15 mm, PVC bh 1 .00 78,571.35 11 87,214.20
- Ball Valve, diameter 15 mm, PVC bh 9 .00 38,614.13 11 385,755.11
- Check Valve, diameter 15 mm , PVC bh 2 .00 314,285.40 11 697,713.59
- Perpipaan, diameter 15 mm (PVC AW class), fitting & acessories bh 2 .00 78,571.35 11 174,428.40
- Penyangga pipa termasuk pengecatan bh 9 .00 60,771.45 11 607,106.80
5 Unit Pembubuhan Polimer, terdiri dari
- Larutan : anionic polymer atau non ionic polymer
- Tangki Pelarutan , Material FRP/PVC, volume 500 - 1000 liter bh 1 .00 1,476,956.25 11 1,639,421.44
- Agitator untuk tangki pelarutan, 200 - 300 rpm, gear box ratio 1 : 5 - 6, motor 1.5 kW, baja galvanis Sch. 20 + Epoxy Coating bh 1 .00 17,628,187.50 11 19,567,288.13
- Pompa Pembubuhan Larutan Polimer, 30 liter/jam x 80 - 100 m, Mechanical Actuated Diaphragm, Motor 0.25 HP bh 2 .00 31,850,000.00 11 70,707,000.00
- - Solenoid Driven, Digital - Input / Output & Analog – Input, built in pump; with additional Manual with stroke length adjustment, 0-100%, manual speed control 0-100%
- - Compatible to SCM system
- Calibration Column, 20 liter, Transparent Glass bh 2 .00 11,282,040.00 11 25,046,128.80
- Foot Valve + Strainer pada bagian hisap pompa pompa pembubuhan bh 2 .00 148,412.55 11 329,475.86
- Strainer, diameter 25 mm, PVC bh 2 .00 148,412.55 11 329,475.86
- Ball Valve, diameter 25 mm, PVC bh 4 .00 45,396.78 11 201,561.70
- Check Valve, diameter 25 mm , PVC bh 2 .00 148,412.55 11 329,475.86
- Piping (PVC AW class), fitting & acessories ls 1 .00 1,200,000.00 11 1,332,000.00
- Perpipaan , diameter 15 mm (PVC AW class), fitting & acessories untuk flushing jalur pompa kimia ls 1 .00 300,000.00 11 333,000.00
- Rubber Gasket (EPDM, t:3 mm), Galvanised Bolt and Nut, U Bolt etc ls 1 .00 200,000.00 11 222,000.00
- Penyangga pipa termasuk pengecatan ls 1 .00 500,000.00 11 555,000.00
Jumlah B 601,667,631.40
C PEKERJAAN MEKANIKAL, ELEKTRIKAL, INSTRUMENTASI DAN PERPIPAAN
I PEKERJAAN MEKANIKAL
1 Pompa Distribusi 1, sekurang-kurangnya terdiri dari
Jenis instalasi : Positive Suction Head
a Centrifugal pump, kapasitas 15 liter/detik x head 55 meter sesuai topografi unit 2 .00 103,551,500.00 11 229,884,330.00
- Electric Motor : IE3 Premium Efficiency (untuk operasi VSD)
- Kapasitas : 15 liter/detik
- Head : 6 bar
- Motor : 3 kW
- Driver : VFD
- Material : Cast Iron
- Electric Motor : IE3 Premium Efficiency (untuk operasi VSD)
b Aksesoris suction pompa
- Tee Stub In 200 x 150 mm bh 2 .00 1,233,936.00 11 2,739,337.92
- Pipa 150 mm m 1 .00 743,223.00 11 824,977.53
- Flange Adaptor, diameter 150 mm, Cast Iron/ Ductile Iron, PN 10 bh 4 .00 928,116.00 11 4,120,835.04
- Butterfly Valve diameter 150 mm, Wafer type, Handwheel, Cast Iron, PN 10 bh 2 .00 6,481,421.00 11 14,388,754.62
- Bolt and Nut M16 x 120 bh 1 6.00 23,000.00 11 408,480.00
- Reducer , diameter 150 x 65 mm, Steel, Welding Joint bh 2 .00 174,868.00 11 388,206.96
- Flange Adaptor, diameter 65 mm, Cast Iron/ Ductile Iron, PN 16 bh 2 .00 701,232.00 11 1,556,735.04
- Bolt and Nut M16 x 65 bh 8 .00 23,000.00 11 204,240.00
- Gasket 65mm bh 2 .00 9,193.52 11 20,409.61
c Aksesoris discharge pompa
- Flange Adaptor, diameter 40 mm, Cast Iron / Ductile Iron, PN 16 bh 2 .00 314,319.00 11 697,788.18
- Bolt and Nut M12 x 40 bh 8 .00 23,000.00 11 204,240.00
- Gasket 40 mm bh 2 .00 7,313.18 11 16,235.26
- Reducer, 100 x 40 mm, Steel, Welding Joint bh 2 .00 174,868.00 11 388,206.96
- Pipa 100 mm m 1 .00 15,269.00 11 16,948.59
- Flange Adaptor, diameter 100 mm, Cast Iron / Ductile Iron, PN 16 bh 8 .00 924,204.00 11 8,206,931.52
- Check Valve diameter 100 mm, Swing type, Cast Iron bh 2 .00 4,752,962.28 11 10,551,576.26
- Bolt and Nut M16 x 65 bh 3 2.00 23,000.00 11 816,960.00
- Gasket 100 mm bh 4 .00 13,001.21 11 57,725.36
- Pressure Gauge, Glycerine bath, Dial Size 3 inch, Bourdon type, Pembacaan : 0 - 6 bar, Stainless Steel, termasuk isolating valve bh 2 .00 2,172,698.00 11 4,823,389.56
- Butterfly Valve diameter 100 mm, Wafer type, Lever type, Cast Iron, PN10 bh 2 .00 4,273,260.00 11 9,486,637.20
- Bolt and Nut M16 x 120 bh 1 6.00 16,788.75 11 298,168.20
- Tee 100mm bh 2 .00 324,472.00 11 720,327.84
- Blind Flange 100mm bh 2 .00 457,651.00 11 1,015,985.22
d Penyangga pipa termasuk pengecatan ls 2 0.00 111,749.24 11 2,480,833.07
2 Pompa Distribusi 2, sekurang-kurangnya terdiri dari
Jenis instalasi : Positive Suction Head
a Centrifugal pump, kapasitas 4 liter/detik x head 50 meter sesuai topografi unit 2 .00 42,824,600.00 11 95,070,612.00
- Kapasitas : 4 liter/detik
- Head : 5 bar
- Motor : 3 kW
- Driver : VFD
- Material : Cast Iron
- Electric Motor : IE3 Premium Efficiency (untuk operasi VSD)
b Aksesoris suction pompa
- Tee stub in 200 x 75 mm bh 2 .00 3,711,646.00 11 8,239,854.12
- Pipa 75 mm m 3 .00 365,745.00 11 1,217,930.85
- Flange Adaptor, diameter 75 mm, Cast Iron/ Ductile Iron, PN 10 bh 6 .00 701,232.00 11 4,670,205.12
- Butterfly Valve diameter 75 mm, Wafer type, Handwheel, Cast Iron, PN 10 bh 2 .00 3,689,793.00 11 8,191,340.46
- Gasket 75 mm bh 4 .00 9,193.52 11 40,819.23
- Bolt and Nut M16 x 120 bh 1 6.00 16,788.75 11 298,168.20
- Reducer , diameter 75 x 50 mm, Steel, Welding Joint bh 2 .00 1,717,584.00 11 3,813,036.48
- Pipa derat 50 mm bh 2 .00 174,868.00 11 388,206.96
c Aksesoris discharge pompa
- Pipa derat 40 mm bh 4 .00 15,269.00 11 67,794.36
- Reducer, 65 x 40 mm, Steel, Welding Joint bh 2 .00 174,868.00 11 388,206.96
- Flange Adaptor, diameter 65 mm, Cast Iron / Ductile Iron, PN 10 bh 8 .00 701,232.00 11 6,226,940.16
- Check Valve diameter 65 mm, Swing type, Cast Iron bh 2 .00 4,140,513.00 11 9,191,938.86
- Gasket 65 mm bh 4 .00 9,193.52 11 40,819.23
- Pressure Gauge, Glycerine bath, Dial Size 3 inch, Bourdon type, Pembacaan : 0 - 6 bar, Stainless Steel, termasuk isolating valve bh 2 .00 2,172,698.00 11 4,823,389.56
- Butterfly Valve diameter 65 mm, Wafer type, Lever type, Cast Iron, PN10 bh 2 .00 3,689,793.00 11 8,191,340.46
- Bolt and Nut M16 x 120 bh 4 .00 16,788.75 11 74,542.05
- Pipa 65 mm m 1 .00 15,269.00 11 16,948.59
- Tee 65 mm bh 2 .00 247,836.00 11 550,195.92
- Blind Flange 65 mm bh 2 .00 401,838.00 11 892,080.36
d Penyangga pipa termasuk pengecatan ls 1 .00 2,234,984.75 11 2,480,833.07
3 Pompa Layanan Air Bersih, sekurang-kurangnya terdiri dari
Jenis Instalasi : Positive Suction Head
a Centrifugal End Suction pump, 3 m3/jam x 20 meter unit 2 .00 15,600,000.00 11 34,632,000.00
b Aksesoris suction pompa
- Tee Reducer 200 x 75 mm bh 2 .00 3,711,646.00 11 8,239,854.12
- Pipa 25 mm m 3 .00 167,012.00 11 556,149.96
- Flange Adaptor, diameter 25 mm, Cast Iron/ Ductile Iron, PN 10 bh 2 .00 533,470.00 11 1,184,303.40
- Butterfly Valve diameter 25 mm, Wafer type, Lever type, Cast Iron, PN 10 bh 1 .00 2,962,596.00 11 3,288,481.56
- Bolt and Nut M16 x 120 bh 8 .00 16,788.75 11 149,084.10
- Concentric Reducer, 75 x 50 mm, Steel, Welding Joint bh 1 .00 174,868.00 11 194,103.48
- Gasket 50 mm bh 1 .00 7,313.18 11 8,117.63
- Bolt and Nut M16 x 40 bh 4 .00 23,000.00 11 102,120.00
- Flange Adaptor, diameter 50 mm, Cast Iron/ Ductile Iron, PN 10 bh 1 .00 533,470.00 11 592,151.70
c Aksesoris discharge pompa
- Flange Adaptor, diameter 32 mm, Cast Iron / Ductile Iron, PN 10 bh 1 .00 701,232.00 11 778,367.52
- Concentric Reducer, 65 x 32 mm, Steel, Welding Joint bh 1 .00 174,868.00 11 194,103.48
- Gasket 32 mm bh 1 .00 7,313.18 11 8,117.63
- Bolt and Nut M16 x 40 bh 4 .00 23,000.00 11 102,120.00
- Flange Adaptor, diameter 75 mm, Cast Iron / Ductile Iron, PN 10 bh 5 .00 701,232.00 11 3,891,837.60
- Check Valve diameter 75 mm, Swing type, Cast Iron, PN 10 bh 1 .00 4,140,513.00 11 4,595,969.43
- Gasket 75 mm bh 2 .00 9,193.52 11 20,409.61
- Bolt and Nut M16 x 50 bh 8 .00 23,000.00 11 204,240.00
- Pressure Gauge, Glycerine bath, Dial Size 2 inch, Bourdon type, Pembacaan : 0 - 6 bar, Stainless Steel, termasuk isolating valve bh 1 .00 2,172,698.00 11 2,411,694.78
- Butterfly Valve diameter 75 mm, Wafer type, Lever type, Cast Iron, PN 10 bh 1 .00 3,689,793.00 11 4,095,670.23
- Bolt and Nut M16 x 120 bh 4 .00 16,788.75 11 74,542.05
- Pipa 75 mm m 1 .00 365,745.00 11 405,976.95
d Penyangga pipa termasuk pengecatan ls 1 .00 2,234,984.75 11 2,480,833.07
4 Pompa Feed Resin
Jenis Instalasi : End suction
Material : SS304
a Centrifugal End Suction Pump, 6 liter/detik x 2 bar x 5.5 kW unit 3 .00 84,751,200.00 11 282,221,496.00
Electric Motor : IE3 Premium Efficiency (untuk operasi VSD)
b Aksesoris suction pompa
- Foot Valve 100 mm bh 2 .00 3,996,000.00 11 8,871,120.00
- Bend 90 100mm, Welding Joint bh 2 .00 3,996,000.00 11 8,871,120.00
- Pipa 100 mm m 3 .00 475,560.00 11 1,583,614.80
- Flange Adaptor, diameter 100 mm, Cast Iron / Ductile Iron, PN 10 bh 6 .00 701,232.00 11 4,670,205.12
- Bolt and Nut M16 x 65 bh 3 2.00 23,000.00 11 816,960.00
- Flange Adaptor, diameter 100 mm, Cast Iron / Ductile Iron, PN 10 bh 2 .00 4,273,260.00 11 9,486,637.20
- Bolt and Nut M16 x 120 bh 1 6.00 16,788.75 11 298,168.20
- Gasket 100 mm bh 2 .00 13,001.21 11 28,862.68
- Eccentric Reducer , diameter 80 x 100 mm, Steel, Welding Joint bh 2 .00 174,868.00 11 388,206.96
- Flange Adaptor, diameter 80 mm, Cast Iron / Ductile Iron, PN 10 bh 2 .00 701,232.00 11 1,556,735.04
- Gasket 80 mm bh 2 .00 13,001.21 11 28,862.68
c Aksesoris discharge pompa
- Flange Adaptor, diameter 80 mm, Cast Iron / Ductile Iron, PN 10 bh 4 .00 701,232.00 11 3,113,470.08
- Concentric Reducer, 80 x 75 mm, Steel, Welding Joint bh 2 .00 174,868.00 11 388,206.96
- Gasket 80 mm bh 2 .00 3,293,872.16 11 7,312,396.20
- Flange Adaptor, diameter 75 mm, Cast Iron / Ductile Iron, PN 10 bh 1 0.00 701,232.00 11 7,783,675.20
- Check Valve diameter 75 mm, Swing type, Cast Iron, PN 10 bh 2 .00 4,140,513.00 11 9,191,938.86
- Pressure Gauge, Glycerine bath, Dial Size 3 inch, Bourdon type, Pembacaan : 0 - 6 bar, Stainless Steel, termasuk isolating valve bh 2 .00 2,172,698.00 11 4,823,389.56
- Bolt and Nut M16 x 50 bh 4 2.00 23,000.00 11 1,072,260.00
- Butterfly Valve diameter 75 mm, Wafer type, Handwheel, Cast Iron, PN 10 bh 2 .00 3,689,793.00 11 8,191,340.46
- Pipa 75 mm m 1 .00 365,745.00 11 405,976.95
- Gasket 75 mm bh 6 .00 9,193.52 11 61,228.84
- Bolt and Nut M16 x 120 bh 1 6.00 16,788.75 11 298,168.20
- Tee stub in 100 x 75 mm bh 2 .00 174,868.00 11 388,206.96
d Penyangga pipa termasuk pengecatan ls 1 .00 2,234,984.75 11 2,480,833.07
5 Pompa Backwash dan Regenerasi Resin
Jenis Instalasi : Positive Suction Head
Material : Plastik
a Centrifugal End Suction Pump, 3 liter/detik x ( 8 - 12 meter ) x 5.5 kW x VSD unit 2 .00 28,134,587.25 11 62,458,783.70
Electric Motor : IE3 Premium Efficiency (untuk operasi VSD)
b Aksesoris suction pompa
- Tee Stub In 200 x 100 mm bh 1 .00 3,711,646.00 11 4,119,927.06
- Pipa 100 mm m 3 .00 475,560.00 11 1,583,614.80
- Bend 90 100mm bh 1 .00 344,544.00 11 382,443.84
- Flange Adaptor, diameter 100 mm, Cast Iron / Ductile Iron, PN 10 bh 6 .00 701,232.00 11 4,670,205.12
- Bolt and Nut M16 x 65 bh 4 8.00 23,000.00 11 1,225,440.00
- Butterfly Valve diameter 100 mm, Wafer type, Handwheel, Cast Iron, PN 10 bh 3 .00 4,273,260.00 11 14,229,955.80
- Bolt and Nut M16 x 120 bh 1 6.00 16,788.75 11 298,168.20
- Blind Flange 100 mm bh 1 .00 457,651.00 11 507,992.61
- Tee 100 mm bh 2 .00 233,562.00 11 518,507.64
- Gasket 100 mm bh 1 .00 13,001.21 11 14,431.34
- Eccentric Reducer , diameter 75 x 100 mm, Steel, Welding Joint (ukuran disesuaikan inlet pompa) bh 2 .00 174,868.00 11 388,206.96
- Flange Adaptor, diameter 75 mm, Cast Iron / Ductile Iron, PN 10 bh 8 .00 701,232.00 11 6,226,940.16
- Bolt and Nut bh 1 .00 16,788.75 11 18,635.51
- Gasket bh 1 .00 13,001.21 11 14,431.34
c Aksesoris discharge pompa
- Flange Adaptor, diameter 75 mm, Cast Iron / Ductile Iron, PN 10 bh 6 .00 701,232.00 11 4,670,205.12
- Concentric Reducer, 75 x 100 mm, Steel, Welding Joint (ukuran disesuaikan outlet pompa) bh 2 .00 174,868.00 11 388,206.96
- Bolt and Nut M16 x 65 bh 8 0.00 23,000.00 11 2,042,400.00
- Gasket bh 4 .00 13,001.21 11 57,725.36
- Flange Adaptor, diameter 75 mm, Cast Iron / Ductile Iron, PN 10 bh 1 0.00 924,204.00 11 10,258,664.40
- Check Valve diameter 75 mm, Swing type, Cast Iron, PN 10 bh 2 .00 4,140,513.00 11 9,191,938.86
- Gasket 75 mm bh 6 .00 9,193.52 11 61,228.84
- Pressure Gauge, Glycerine bath, Dial Size 3 inch, Bourdon type, Pembacaan : 0 - 6 bar, Stainless Steel, termasuk isolating valve bh 2 .00 2,172,698.00 11 4,823,389.56
- Butterfly Valve diameter 75 mm, Wafer type, Handwheel, Cast Iron, PN 10 bh 2 .00 3,689,793.00 11 8,191,340.46
- Bolt and Nut M16 x 120 bh 1 6.00 16,788.75 11 298,168.20
- Pipa 75 mm m 1 .00 365,745.00 11 405,976.95
- Tee Stub In 75 mm bh 2 .00 247,836.00 11 550,195.92
d Penyangga pipa termasuk pengecatan ls 1 .00 2,234,984.75 11 2,480,833.07
6 Air Blower Pencucian Filter
sekurang kurangnya terdiri dari
a Roots Blower, 1.80 Nm3/menit x 4.000 mm x (2.2 - 3.7 kW), termasuk air filter, intake silencer, discharge silencer bh 2 .00 38,928,119.99 11 86,420,426.39
anti vibration pad, pressure gauge, pressure safety valve, check valve
b Discharge Blower
- Flange PVC 125 mm
- Butterfly Valve, diameter 125 mm, Wafer type, Cast Iron, Lever Type bh 1 .00 6,481,421.00 11 7,194,377.31
- Safety Loop (Galvanised Iron Pipe, diameter 125mm) bh 1 .00 1,295,786.00 11 1,438,322.46
- Pipa 125 mm m 2 0.00 743,223.00 11 16,499,550.60
- Bolt and Nut M16 x 65 bh 8 .00 23,000.00 11 204,240.00
- Bolt and Nut M16 x 120 bh 8 .00 16,788.75 11 149,084.10
- Gasket 125 mm bh 1 .00 21,059.81 11 23,376.39
c Penyangga pipa termasuk pengecatan ls 2 0.00 111,749.24 11 2,480,833.07
- Vendor Air Blower direkomendasikan : Anlet, Shin Maywa, Tsurumi, Showfou
II PEKERJAAN ELEKTRIKAL
1 Pekerjaan Panel COS Set 1 .00 13,443,050.00 11 14,921,785.50
- Pilot Lamp LED 230VAC RST
- MCCB 3P 100A 36KA
- COS ***
- Box Panel, Wall Mount 800X600X300
- accessories
2 PEKERJAAN PANEL LVMDP SET 1 .00 24,670,550.00 11 27,384,310.50
a Box Panel uk 2000 (T) x 800 (L) x 600 (D) mm, free standing, tebal plat 2 mm, IP 20, Cream, RAL 7032, powder coating
b Incoming
- Bus Bar 3P+N/450 A + PE dan Accessories
- COS ***
- MCCB 3P 63A 36KA dilengkapi dengan unit electronic trip & motor mechanism
- MCB 1P 4A 10KA
- module 220/240 VAC dan kontak-kontak bantu
- Current Transformer 100 / 5A
- Power meter digital, display LED, 96x96 mm
- Pilot lamp , Ø 22 mm,metal, trafo, 220-240 VAC
- Push button , Ø 22 mm, flush, metal (reset, test lamp)
- Push button + Pilot lamp , Ø 22 mm, lampu protected LED, 220 VAC
- Emergency Stop push button, merah, N/C, latching turn to release
- Selector switch , 3 posisi, stayput
c Outgoint
- MCB 3P 16A 10KA
- MCCB 3P 40A 36KA
- MCB 3P 16A 10KA
- MCB 3P 16A 10KA
d Aksesoris penunjang termasuk busbar, isolator, supporting dll
e Assembling, Wiring, Wiring Accessories and Control Cable
3 Pekerjaan Panel Dosing MCC 400
Motor Control Centre untuk 5 unit mixer dan 12 unit pompa dosing kimia, minimal terdiri dari :
a Box Panel uk 1000(T) X800(L) X400(D) mm, wall mounted, tebal plat 2 mm, IP 20, Cream, RAL 7032, powder coating
b Incoming
- Pilot Lamp LED 230VAC RST
- MCB 3P 16A 10KA
- Digital Power Meter
- CT 50/ 5 A Type
- Fuse & holder
- MCB 1P 4A 10KA
c Outgoing 1 Mixer Tangki Kimia 4 unit
- MCB 3P 16A 10KA
- MCB 1P 6A 4,5KA
- Kontaktor, TOR
- WIRING ACC
- WIRING ACC
- Illuminated Pb on/off
- Pilot Lamp fault, selector AOM
- Control relay + socket
d Outgoing 2 Pompa Dosing Dol 6 unit
- MCB 3P 16A 10KA
- MCB 1P 6A 4,5KA
- Kontaktor, TOR
- WIRING ACC
- Illuminated Pb on/off
- Pilot Lamp fault, selector AOM
- Control relay + socket
e Outgoing 2 Pompa Dosing VSD 4 unit
- MCB 3P 16A 10KA
- MCB 1P 6A 4,5KA
- VSD
- WIRING ACC
- Illuminated Pb on/off
- Pilot Lamp fault, selector AOM
- Control relay + socket
f Pentanahan minimal terdiri dari
- Kabel BC 50 mm
- Rod grounding
- Box Control
- Assesoris
g Aksessories penunjang termasuk relay bantu, kabel, terminal, fuse,
supporting panel dan lain-lainnya.
4 PEKERJAAN PANEL MCC1 & Distribusi set 1 .00 257,991,222.50 11 286,370,256.98
Motor Control Centre untuk 2 unit Pompa Feed, 2 unit pompa backwash, dengan VSD
2 unit blower, 2 unit pompa distribusi 18.5 kW, 2 unit pompa distribusi 5.5 kW
1 unit pompa layanan air bersih, 3 feed Resin, 1 pompa regenerasi Resin dan pentanahan terdiri dari
a Box Panel uk 2000 (T) x 3400 (L) x 800 (D) mm, free standing, tebal plat 2 mm, IP 20, Cream, RAL 7032, powder coating
b Incoming
- Bus Bar 3P+N/600 A + PE dan Accessories
- MCB 3P 16A 10KA
- MCB 1P 4A 10KA
- Power meter digital, display LED, 96x96 mm,
- CT 50 / 5
- Fuse & holder
c Outgoing 1 Pompa Feed Resin 3 unit
- MCB 3P 16A 10KA
- MCB 1P 6A 4,5KA
- Kontaktor, TOR
- Illuminated Pb on/off
- Pilot Lamp fault, selector AOM
- Control relay + socket
- WIRING ACC
d Outgoing 2 Pompa Regenerasi 1 unit
- MCB 3P 16A 10KA
- MCB 1P 6A 4,5KA
- Kontaktor, TOR
- Illuminated Pb on/off
- Pilot Lamp fault, selector AOM
- Control relay + socket
e Outgoing 3 Blower 2 Unit
- MCB 3P 16A 10KA
- MCB 1P 6A 4,5KA
- Kontaktor, TOR
- Illuminated Pb on/off
- Pilot Lamp fault, selector AOM
- Control relay + socket
f Outgoing 4 Pompa Distribusi 18.5 KW 2 unit
- MCB 3P 40A 10KA
- MCB 1P 6A 4,5KA
- VSD
- Illuminated Pb on/off
- Pilot Lamp fault, selector AOM
- Control relay + socket
g Outgoing 5 Pompa Distribusi 5.5 KW 2 unit
- MCB 3P 16A 10KA
- MCB 1P 6A 4,5KA
- VSD
- Illuminated Pb on/off
- Pilot Lamp fault, selector AOM
- Control relay + socket
h Outgoing 6 Pompa Layanan Air Bersih 1 unit
- MCB 3P 16A 10KA
- MCB 1P 6A 4,5KA
- Kontaktor, TOR
- Illuminated Pb on/off
- Pilot Lamp fault, selector AOM
- Control relay + socket
i Pentanahan minimal terdiri dari
- Kabel BC 50 mm
- Rod grounding
- Box Control
- Assesoris
j Aksessories penunjang termasuk relay bantu, kabel, terminal, fuse,
- supporting panel dan lain-lainnya.
5 PLC PANEL lot 1 .00 184,072,084.62 11 204,320,013.92
Main Incoming
Pilot Lamp LED 230VAC RST
MCB 3P 16A 10KA
Digital Power Meter
- CT 50/ 5 A Type
- Fuse & holder
- MCB 1P 4A 10KA
BOX PANEL
- accessories
Terminal Board Pentanahan
- Panel Box ukuran 600 (T) x 400 (L) x 250 (D) mm, RAL 7035
- Aksesoris penunjang termasuk busbar, isolator, supporting dll
- Assembling, Wiring, Wiring Accessories and Control Cable
- CPU
- Digital Input 16Ch
- Digital Output 16Ch
- Analog Input 16Ch
- Analog Output 16Ch
- transmitter
- receiver
- HE-10 connector cable 3Mtr
- HMI-7"
- pemrograman plc
6 PEKERJAAN KABEL POWER DAN TRY KABEL
a Pengadaan dan pemasangan kabel power terdiri dari: set 1 .00 104,712,072.00 11 116,230,399.92
- GENSET TO COS m' 1 0.00
- BREAKER PLN TO COS m' 2 5.00
- COS TO LVMDP m' 3 5.00
- LVMDP TO PANEL DOSING m' 4 0.00
- AGITATOR-PH ADJ m' 2 0.00
- AGITATOR-H202 m' 2 0.00
- AGITATOR-PAC m' 2 0.00
- AGITATOR-POLYMER m' 2 0.00
- DOSING-PH ADJ 1/2/3/4 m' 8 0.00
- DOSING-H202 1/2 m' 4 0.00
- DOSING-PAC 1/2 m' 4 0.00
- DOSING-POLYMER 1/2 m' 4 0.00
- PANEL MCC & DIST, terdiri dari:
- LVMDP PANEL MCC m' 4 0.00
- POMPA FEED RESIN 1/2 m' 4 0.00
- BLOWER 1/2 m' 4 0.00
- POMPA DIST 1/2 m' 4 0.00
- POMPA DIST 3/4 m' 4 0.00
- CLEAR WATER m' 2 0.00
- AUTOMATION, terdiri dari
- TURBIDITY m' 5 0.00
- COLOR METER m' 5 0.00
- SCM m' 5 0.00
- FLOW m' 5 0.00
- PH m' 5 0.00
- LS m' 5 0.00
- LT m' 5 0.00
- Kabel kontrol (shielded cable) untuk peralatan instrumentasi m' 8 00.00
b Pengadaan dan pemasangan try kabel, terdiri dari: set 1 .00 44,867,500.00 11 49,802,925.00
- Cable ladder, galvanized steel, uk 600 x 100 mm & aksesoris
- Hanger rod untuk straight ladder 600 x 100 mm
- Pipa PVC, diameter 25 mm
- Cable Conduit diameter 25 mm (high impact)
- Cable Support
7 PEKERJAAN PENGADAAN DAN PEMASANGAN POWER GENERATOR SET 60 KVA
- terdiri dari
- Genset dan Alternator, rating rating 60 kVA, 380/220 V, 3 Phase, 50 Hz, indoor type, termasuk muffler, unit 1 .00 267,575,490.00 11 297,008,793.90
- tangki harian berikut kelengkapan lainnya
- Tangki Bulanan, volume 1000 liter, material : mild steel, horizontal tank, termasuk pompa transfer dan panel kontrol, flowmeter, perpipaan, oil filter dan aksesoris penunjang unit 1 .00 32,873,044.05 11 36,489,078.90
- Sistem pentanahan set 1 .00 4,398,249.57 11 4,882,057.02
8 PEKERJAAN SAMBUNGAN LISTRIK PLN 50 KVA
- Uang Jaminan Langganan kVA 1 00.00 1,130,340.75 11 125,467,823.25
- Biaya penyambungan VA 1 00.00 322,954.50 11 35,847,949.50
- Biaya installatir (gambar) VA 1 00.00 161,477.25 11 17,923,974.75
- Biaya konstruksi dan peralatan penunjang Lot 1 .00 24,221,587.50 11 26,885,962.13
9 PEKERJAAN PENERANGAN LINGKUNGAN
Unit Lampu Penerangan Luar (PJU), terdiri dari :
1 Panel Lampu Penerangan Luar (PJU), sesuai gambar, terdiri dari : set 1 .00 1,665,953.25 11 1,849,208.11
- Spesifikasi Panel :
- Dimensi : 550 mm x 800 mm x 210 mm, Tebal pelat : 2.1 mm
- Indoor installation , IP-44 enclosure
- Power supply : 220/380 VAC, 3 Phase, 50 Hz
- Power requirements : 2 kW
- Komponen :
- Block Terminal
- MCCB, 25 kA, 32 A, 1 unit
- ELCB, 4 Phase, 25 A, Sensitivity : 30 mA
- MCB 10 A , 12 unit
- Fuse, R-S-T Lamp, Terminal, Accessories etc.
- Perakitan panel
- Sistem pentanahan
2 Lampu Penerangan Jalan Umum , Double Arm set 2 .00 28,331,183.51 11 62,895,227.40
- Setiap Compele Set, sesuai gambar, terdiri dari :
- 1 unit panel surya 300 WP
- 2 unit battery VRLA Solar 115 AH
- 1 set box battery outdoor powder coating
- 1 controller MPPT automatic system 12V/24V - 20 Ampere (Epsolar)
- 2 set lampu LED 60 Watt
- 1 buah tiang lampu, hot dip galvanised, double arm
- Cable untuk panel surya , NYYHY 2 C x 4 mm2, Eterna
- Cable untuk Lampu, NYYHY 2 C x 1.5 mm2, Eterna
- Tiang 8 meter, octogonal, galvanised termasuk bracket
- Aksesoris dan Material Bantu
3 Lampu Penerangan Jalan Umum , Single Arm set 4 .00 16,607,935.16 11 73,739,232.12
- Setiap Compele Set, sesuai gambar, terdiri dari
- 1 unit panel surya 300 WP
- 1 unit battery VRLA Solar 115 AH
- 1 set box battery outdoor powder coating
- 1 controller MPPT automatic system 12V/24V - 20 Ampere (Epsolar)
- 1 set lampu LED 60 Watt
- 1 buah tiang lampu, hot dip galvanised, double arm
- Cable untuk panel surya , NYYHY 2 C x 4 mm2, Eterna
- Cable untuk Lampu, NYYHY 2 C x 1.5 mm2, Eterna
- Tiang 8 meter, octogonal, galvanised termasuk bracket
- Aksesoris dan Material Bantu
-
10 PEKERJAAN PENANGKAL PETIR
Pekerjaan Penyalur Petir Area IPA
sekurang-kurangnya terdiri dari :
1 Air Terminal ESE, Standart NFC 17 102. ISO 9001-2008, ISO 14001:2004, OHSAS 18001-2007, Garansi anti karat 30 tahun pc 2 .00 23,446,496.70 11 52,051,222.67
2 Terminasi Kit pc 2 .00 5,392,694.24 11 11,971,781.22
3 FRP Mast 2 Meter, diameter isolator 2" pc 2 .00 14,169,499.51 11 31,456,288.90
4 Kabel Coaxial 2 x 35mm, Diameter >35,8mm m 8 0.00 78,154.99 11 6,940,163.02
5 Lightning Counter IP65 tanpa power pc 2 .00 3,419,280.77 11 7,590,803.31
6 Sambungan grounding Exothermic Welding Rod pc 6 .00 136,771.23 11 910,896.40
7 Ground improvement Powder (GRIP) bentuk gel liter 4 0.00 205,156.85 11 9,108,963.97
8 Tiang Tunggal 20 Meter; Pipa Galvanis Medium ukuran 6", 5", 4", 2,5" dan 2" termasuk tinggi ERP 2 meter ls 2 .00 29,308,120.88 11 65,064,028.34
- Penyangga Tiang
- Pondasi Beton uk. 2000 x 2000 x 2000 Cm
- Beton Site Mix Setara K-225, slump 12, Pembesian 8 x Ø 12 mm x Sengkang Ø 8 - 150mm, Bekisting plywood t = 12 mm
9 Grounding rod ukuran 5/8" Coopper Clad UL standard L3000, 3 meter; Lapisan tembaga 254 micron btg 1 0.00 5,275,461.76 11 58,557,625.51
termasuk coupling 5/8" dengan tahanan < 5 ohm
10 Bar Copper 1 x 50mm; Tipe BC-1/2 H; SPLN 41-4 / 41-5: 1981; SNI; LMK m 6 .00 830,396.76 11 5,530,442.41
11 Earth Pit Polymer (BK); Merk: FURSE; Tipe PT205; kapasitas 5 ton ; IEC 62561-5 pc 2 .00 1,270,018.57 11 2,819,441.23
III PEKERJAAN INSTRUMENTASI
1 pH Meter Air Baku, pembacaan : pH 4 - 10, termasuk on-line pH sensor, transmitter, set 1 .00 83,531,510.00 11 92,719,976.10
UPS, data cable (for sensor), UPS, junction box dan kelengkapan
2 pH Meter Air Olahan, pembacaan : pH 4 - 10, termasuk on-line pH sensor, transmitter, set 1 .00 83,531,510.00 11 92,719,976.10
UPS, data cable (for sensor), UPS, junction box dan kelengkapan
3 Flowmeter Pengukuran Debit
- Electromagnetic Flowmeter ND 150 - 250 mm
- Flow Sensor + Flow transmitter (remote mounting)
- Range : 0 - 900 m3/hour
- Connection : Flange ND 1000 mm, ISO PN 10
- Liner material : Hard rubber
- Electrodes material : 316 L SS or Hastelloy C
- Power Supply : : 220 - 230 VAC, 50 Hz, 1 Phase
- Flow Transmitter House : Coated aluminium , IP-67 enclosure
- Cable : remote version, 40 meter + signal cable
- Compatible to PLC dgn HMI system
a Flow Meter Air Baku set 1 .00 76,365,766.40 11 84,766,000.70
- electro magnetic type, flowrate : 0-100 liter/detik, dia.150 mm, IP-67 enclosure, double flanged PN 10, sistem pentanahan
- Flange 6 inch unit 3 .00 928,116.00 11 3,090,626.28
- Bend 6 inch unit 6 .00 618,591.00 11 4,119,816.06
- Tee 6 inch unit 2 .00 483,781.00 11 1,073,993.82
- Pipe 6 inch unit 2 .00 743,223.00 11 1,649,955.06
- Gasket 150 mm unit 6 .00 21,059.81 11 140,258.32
b Flow Meter Air Distribusi Ke Jelai
- electro magnetic type, flowrate : 0-100 liter/detik, dia.100 mm, IP-67 enclosure, double flanged PN 10, sistem pentanahan set 1 76,365,766.40 11 84,766,000.70
- Pressure relief Valve 6 inch unit 1 .00 28,000,000.00 11 31,080,000.00
- Flange 6 inch unit 3 .00 928,116.00 11 3,090,626.28
- Bend 6 inch unit 6 .00 618,591.00 11 4,119,816.06
- Tee 6 inch unit 2 .00 483,781.00 11 1,073,993.82
- Pipe 6 inch unit 6 .00 743,223.00 11 4,949,865.18
- Gasket 150 mm unit 6 .00 21,059.81 11 140,258.32
c Flow Meter Air Distribusi Ke Sungai Raja
- electro magnetic type, flowrate : 0-100 liter/detik, dia.100 mm, IP-67 enclosure, double flanged PN 10, sistem pentanahan set 1 .00 50,400,000.00 11 55,944,000.00
- Pressure relief Valve 4 inch unit 1 .00 28,000,000.00 11 31,080,000.00
- Butterfly valve 4 inch unit 1 .00 4,273,260.00 11 4,743,318.60
- Flange 4 inch unit 3 .00 647,163.00 11 2,155,052.79
- Bend 4 inch unit 6 .00 344,544.00 11 2,294,663.04
- Tee 4 inch unit 2 .00 233,562.00 11 518,507.64
- Pipe 4 inch m' 6 .00 15,269.00 11 101,691.54
- Gasket 100 mm unit 6 .00 13,001.21 11 86,588.05
4 Level Transmitter, 1 set untuk pemantauan ketinggian air dalam reservoar - dan 6 tangki filter, 4 meter, IP 67 set 7 .00 19,280,510.00 11 149,809,562.70
- Spesifikasi Teknis sekurang-kurangnya :
- Ultrasonic type
- Level Sensor + Level Transmitter (remote mounting)
- Detection : up to 8 meters
- Power supply : Output : 2 wire , 4 - 20 mA HART
- Sensor : PVDF material, 0.3 meter blocking distance
- Transmitter house : Coated aluminium , IP-68 enclosure
- Compatible to PLC dgn HMI System
- Level transmitter , ultrasonic type, 0.00 - 4.00 meter, 110 /220 VAC, IP-67
- termasuk control cable, signal cable dan junction box
5 Colorimeter Air Olahan set 1 .00 212,050,144.00 11 235,375,659.84
disesuaikan kebutuhan lapangan tergantung kualitas air baku
- Online Colorimetric Color Analyzer
- Color (Platinum - Cobalt Scale), 500 Pt-Co, 2 streams
- Limit of Detection : < 1 Pt-Co
- Active 4 - 20 mA , max. 500 Ohm load, 110 - 220 VAC, 4 Ampere, 50 / 60 Hz
- Maximum reading at 500 PtCu
- Grit filter, data cable (for sensor), UPS, junction box dan kelengkapan
- Peralatan Laboratorium
- Peralatan laboratorium sekurang-kurangnya terdiri dari :
- Portable pH & TDS Meter Hanna Pocket set 1 .00 25,000,000.00 11 27,750,000.00
- Portable Turbidity Meter ; LUTRON TU 2016 OR EQUAL set 1 .00 16,000,000.00 11 17,760,000.00
- Portable Colorimeter pengukuran warna set 2 .00 8,960,000.00 11 19,891,200.00
- Portable Colorimeter pengukuran besi + Reagen set 2 .00 10,000,000.00 11 22,200,000.00
- Portable Chlorine Test Meter, Hach Pocket Colorimeter set 1 .00 32,295,450.00 11 35,847,949.50
- Jar Test ( 6 stirrer, electronic speed control, DC gear motor, 20 Watt power ) set 1 .00 20,612,570.96 11 22,879,953.77
- Glass Beaker 100 ml, 250 ml, 500 ml, 1000 ml (4) lot 4 .00 484,431.75 11 2,150,876.97
- Peralatan untuk Titrasi lot 1 .00 8,073,862.50 11 8,961,987.38
10 TESTING & COMMISSIONING DAN PERFORMANCE TEST
a Listrik, Air dan Bahan Kimia ls 1 .00 40,000,000.00 11 44,400,000.00
b Individual Test, Dry Commissioning & Wet Commissioning hari 1 5.00 4,000,000.00 11 66,600,000.00
c Performance Test (3 x 24 jam non stop) hari 3 .00 6,000,000.00 11 19,980,000.00
d Dokumentasi untuk Serah Terima Pekerjaan ; ls 1 .00 40,000,000.00 11 44,400,000.00
sekurang-kurangnya terdiri dari :
- QA Report dan QC Report untuk Pekerjaan IPA Struktur Baja terkait peralatan bengkel kerja, material , cutting plan, kualifikasi
- welder, Pre-fabrikasi di Bengkel Kerja : cutting, sand blasting, pengelasan serta pengecatan dan Pekerjaan Fabrikasi di lapangan
- Factory Acceptance Test untuk Peralatan Mekanikal - Elektrikal - Instrumentasi
- Spesifikasi Teknis dan Data Sheet serta Hasil Individual Test : Peralatan Mekanikal - Elektrikal - Instrumentasi
- Laporan dan Data Sheet Hasil Dry & Wet Commissioning Peralatan Mekanikal - Perpipaan - Elektrikal - Instrumentasi
- Buku Petunjuk Operasi - Pemeliharaan dan Tindak Lanjut Permasalahan IPA
- Buku Petunjuk Operasional & Pemeliharaan Mini PLC dgn HMI termasuk control philosophy
- Buku Petunjuk Operasi dan Pemeliharaan dari Vendor/ Pabrikan untuk Peralatan Mekanikal - Elektrikal - Instrumentasi
- As Built Drawing (Gambar Terbangun)
- Sertifikat Kementrian Tenaga Kerja untuk bejana bertekanan, peralatan angkat dan power generator set dan lainnya
- Sertifikat Dinas Metrologi untuk peralatan pengukuran debit (flowmeter)
IV PEKERJAAN PENGADAAN DAN PEMASANGAN PERPIPAAN ANTAR BANGUNAN
a PEKERJAAN GALIAN TANAH
Meliputi galian tanah, urugan tanah dipadatkan, thrust block dan perbaikan kembali akibat
pemasangan pipa, sesuai spesifikasi teknis
- Galian tanah biasa m3 1 10.88 89,470.86 11 11,011,787.45
- Urugan tanah kembali m3 7 5.60 64,723.73 11 5,431,356.11
- Urugan pasir m3 3 1.32 485,102.55 11 16,864,687.00
- Buangan tanah sisa m3 3 5.28 39,214.89 11 1,535,686.27
b PEKERJAAN PENGADAAN DAN PEMASANGAN PIPA BAJA GALVANIS
Meliputi pengadaan pipa, pemasangan dan penyambungan pipa dan assesories pipa
lengkap dengan packing, mur dan baut sesuai spesifikasi teknis dan gambar
1 Perpipaan Air Baku Menuju Instalasi Pengolahan Air
- Pipa Baja Galvanis diameter 150 mm, panjang 6 meter bh 3 0.00 4,459,338.00 11 148,495,955.40
- Pipa Baja Galvanis diameter 150 mm, panjang 2 meter bh 3 0.00 1,486,446.00 11 49,498,651.80
- Bend diameter 150 mm x 90º, baja galvanis bh 2 .00 618,591.00 11 1,373,272.02
- Penyangga pipa UNP 100 kg 2 0.00 50,977.79 11 1,131,706.86
2 Perpipaan Air Bersih Instalasi Pengolahan Air Menuju Reservoar
- Pipa Baja Galvanis diameter 150 mm, panjang 4 meter bh 1 .00 2,972,892.00 11 3,299,910.12
- Pipa Baja Galvanis diameter 150 mm, panjang 2 meter bh 1 .00 1,486,446.00 11 1,649,955.06
- Bend diameter 150 mm x 90º, baja galvanis bh 2 .00 618,591.00 11 1,373,272.02
- Penyangga pipa UNP 100 kg 1 5.00 50,977.79 11 848,780.15
3 Perpipaan Air Bersih Reservoar Menuju Rumah Pompa Distribusi
- Pipa Baja Galvanis diameter 150 mm, panjang 16 meter bh 1 .00 11,891,568.00 11 13,199,640.48
- Pipa Baja Galvanis diameter 150 mm, panjang 3 meter bh 1 .00 2,229,669.00 11 2,474,932.59
- Bend diameter 150 mm x 90º, baja galvanis bh 4 .00 11,891,568.00 11 52,798,561.92
- Penyangga pipa UNP 100 kg 1 5.00 50,977.79 11 848,780.15
4 Perpipaan Air Bersih Rumah Pompa Distribusi menuju Ke Bak Flowmeter Distribusi
- Pipa Baja Galvanis diameter 150 mm, panjang 16 meter bh 1 .00 9,661,899.00 11 10,724,707.89
- Pipa Baja Galvanis diameter 150 mm, panjang 2 meter bh 3 .00 1,486,446.00 11 4,949,865.18
- Bend diameter 150 mm x 90º, baja galvanis bh 4 .00 618,591.00 11 2,746,544.04
- Penyangga pipa UNP 100 kg 1 5.00 50,977.79 11 848,780.15
- Air Vent, diameter 75mm, PN 10, Flange bh 1 .00 8,733,864.00 11 9,694,589.04
- Flange diameter 75 mm, PN 10 bh 1 .00 701,232.00 11 778,367.52
Jumlah C 4,336,257,579.06
D PEKERJAAN RESERVOAR 200 M3
A PEKERJAAN TANAH
1 Galian tanah m3 2 13.93 89,470.86 11 21,245,956.79
2 Buangan tanah sisa m3 3 5.30 39,214.89 11 1,536,556.84
3 Urugan tanah kembali m3 6 5.84 64,723.73 11 4,730,165.16
B Material Plat dan Installation (diluar sipil)
1 Material Plat utk Tanki FBE 200 m3 Set 1 .00 1,780,000,000.00 11 1,975,800,000.00
2 Pengiriman ke lokasi Ls 1 .00 70,000,000.00 11 77,700,000.00
3 Unit Inlet
- Wall pipe dan puddle diameter 200 mm bh 2 .00 3,098,144.00 11 6,877,879.68
- Pipa GI diameter 250 mm m' 1 5.00 1,602,186.00 11 26,676,396.90
- Pipa GI diameter 200 mm m' 1 2.00 981,694.00 11 13,076,164.08
- Tee all flange CI diameter 250 X 250 mm bh 1 .00 1,865,158.00 11 2,070,325.38
- Tee all flange CI diameter 250 X 200 mm bh 2 .00 1,919,218.00 11 4,260,663.96
- Bend all flange CI diameter 200 mm x 90° bh 6 .00 1,116,955.00 11 7,438,920.30
- Butterfly valve CI diameter 200 mm bh 2 .00 11,593,841.00 11 25,738,327.02
- Giboult joint diameter 200 mm bh 2 .00 547,908.30 11 1,216,356.43
- Blind Flange diameter 250 mm bh 2 .00 1,620,108.00 11 3,596,639.76
- Flange Steel diameter 250 mm bh 5 .00 1,450,975.00 11 8,052,911.25
- Flange Steel diameter 200 mm bh 8 .00 1,429,855.00 11 12,697,112.40
4 Unit Outlet
- Wall pipe dan puddle diameter 200 mm bh 2 .00 3,098,144.00 11 6,877,879.68
- Pipa GI diameter 200 mm m' 1 2.00 981,694.00 11 13,076,164.08
- Butterfly valve CI diameter 200 mm bh 2 .00 11,593,841.00 11 25,738,327.02
- Screen diameter 200 mm bh 2 .00 712,207.65 11 1,581,100.98
- Giboult joint 200 mm bh 2 .00 1,413,707.65 11 3,138,430.98
- Flange Steel diameter 200 mm bh 6 .00 1,429,855.00 11 9,522,834.30
5 Unit Overflow
- Wall pipe dan puddle diameter 150 mm bh 2 .00 2,442,414.00 11 5,422,159.08
- Pipa GI diameter 150 mm m' 1 2.00 743,223.00 11 9,899,730.36
- Bend all flange CI diameter 150 mm x 90° bh 4 .00 618,591.00 11 2,746,544.04
- Flange Steel diameter 150 mm bh 6 .00 928,116.00 11 6,181,252.56
6 Unit Penguras
- Wall pipe dan puddle diameter 200 mm bh 2 .00 3,098,144.00 11 6,877,879.68
- Pipa GI diameter 200 mm m' 1 2.00 981,694.00 11 13,076,164.08
- Butterfly valve CI diameter 200 mm bh 2 .00 11,593,841.00 11 25,738,327.02
- Flange Steel diameter 200 mm bh 8 .00 1,429,855.00 11 12,697,112.40
- Bend all flange CI diameter 200 mm x 90° bh 1 .00 1,116,955.00 11 1,239,820.05
- Tee all flange CI diameter 200 x 200 mm bh 2 .00 4,093,646.00 11 9,087,894.12
C PEKERJAAN LAIN-LAIN
1 Pembuatan Bak Kontrol bh 2 .00 1,185,109.97 11 2,630,944.14
2 Tutup Bak Kontrol bh 2 .00 694,541.96 11 1,541,883.14
Jumlah D 2,349,788,823.66
V PEKERJAAN UNIT PELAYANAN
A Pengadaan Dan Pemasangan SR bh 1 00.00 1,390,000.00 11 154,290,000.00
Jumlah A 154,290,000.00
Ditetapkan Oleh
PPK Air Minum dan Sanitasi
Satker Pelaksanaan Prasarana Permukiman Provinsi Kalimantan Tengah
ALEXANDER, ST
NIP. 19681118 199303 1 004| Authority | |||
|---|---|---|---|
| 27 June 2023 | Pembangunan Spam Kap. 5 L/Det Mendukung Bakamla Ri Pulau Setokok Kota Batam | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 25,000,000,000 |
| 26 October 2020 | Pembangunan Ipa Kap. 50 L/Detik Spam Ikk Ampah Kab. Barito Timur | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 21,406,520,000 |
| 18 July 2022 | Pembangunan Ipa Kap. 1X20 L/Det Spam Huntap Duyu Kota Palu | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 17,000,000,000 |
| 29 January 2021 | Pembangunan Ipa Kap. 20 L/Detik Dan Jaringan Perpipaan Spam Ikk Milangodaa Kab. Bolaang Mongondow Selatan | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 16,398,000,000 |
| 28 December 2022 | Optimalisasi Spam Mulyosari Dan Spam Rejotangan Kabupaten Tulungagung (Nuwsp) | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 16,021,000,000 |
| 17 December 2020 | Pembangunan Ipa Kap. 20 L/Detik Dan Jaringan Perpipaan Spam Ikk Way Ratai Kab. Pesawaran | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 14,351,400,000 |
| 21 January 2021 | Pembangunan Ipa Kap. 40 L/Det Spam Ikk Tangkura Tokararu Kab. Poso | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 12,600,000,000 |
| 23 February 2024 | Pembangunan Jaringan Perpipaan Spam Medang Kampai Kota Dumai (Nuwsp) | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 12,000,000,000 |
| 23 December 2022 | Optimalisasi Spam Ikk Bejarau (Sei Lepeh) Kab. Kotawaringin Timur (Nuwsp) | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 11,353,000,000 |
| 28 November 2015 | Pembangunan Spam Di Kawasan Khusus; Spam Di Kawasan Kumuh Ranowulu Kota Bitung | Kementerian Pekerjaan Umum dan Perumahan Rakyat | Rp 11,000,000,000 |