REKAPITULASI PEKERJAAN : REHAB. GEDUNG DPRD KAB. ENGREKANG LOKASI : KAB. ENREKANG NO.
URAIAN PEKERJAA
HARGA ITEM PEKERJAAN (Rp.)
TOTAL BIAYA (Rp.)
I PEKERJAAN PERSIAPAN II PEKERJAAN PEBONGKARAN III PEKERJAAN STRUKTUR LANTAI DASAR 1 Pondasi Batua Kali Camp. 1 : 3 2 Pondasi poer 3 Sloof 4 Kolom & Pilar 5 Balok 6 Plat Lantai Satu 7 Overstek beton di atas Jendela Lantai 8 Tangga 9 Dinding 10 Lantai Dasar 11 Pekerjaan Jendela 12 Pekerjaan Pintu 13 Pekerjaan Plafond 14 Pekerjaan Finishing 15 Menikal dan Elektrikal 16 Fixture, Equipment V PEKERJAAN STRUKTUR LANTAI SATU 1 Kolom & Pilar 2 Ring Balok 3 Overstek beton dibawah Atap 4 Dinding 5 Pekerjaan Jendela 6 Pekerjaan Pintu 7 Pekerjaan Kuda-Kuda 8 Pekerjaan Atap 9 Pekerjaan Plafond 10 PEKERJAAN FINISHING 11 MEKANIKAL DAN ELEKTRIKAL 12 FIXTURE, EQUIPMENT 13 LANDSCAPE A
REAL COST
B
PPN 10% X A
C
TOTAL BIAYA (A + B)
D
DIBULATKAN
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Terbilang :
Enrekang, 2005 Dibuat Oleh, PT/CV. ……………………………...
(………………………………) Direktur
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ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.A1
1 M3 Galian Tanah 0.7500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.A2
1 M3 Galian Tanah Keras ( Balincong ) 1.0000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0330
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.A18
1 M3 Urugan Pasir 1.2000
M3
Pasir Urug
@ Rp.
= Rp.
-
0.3000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0100
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.A19
1 M3 Urugan Tanah Galian 0.3000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0100
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.A19
1 M3 Timbunan Tanah Pilihan 1.2000
M3
Tanah Timbunan
@ Rp.
= Rp.
-
0.3000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0100
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.G1
1 M3 Pasangan Batu Kosong 1.2000
M3
Batu Kali
@ Rp.
= Rp.
-
5.0000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.2500
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
= Rp.
-
An.G32f
1 M3 Pasangan Pondasi Campuran 1 : 1/2 : 5 1.2000
M3
Batu Kali
@ Rp.
2.5600
Zak
Semen
@ Rp.
= Rp.
-
0.0510
Zak
Kapur
@ Rp.
= Rp.
-
0.5090 1.2000
M3 org/hr
Pasir Pasangan Tukang Batu
@ Rp. @ Rp.
= Rp. = Rp.
-
0.1200
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
3.6000 0.1800
org/hr org/hr
Pekerja Mandor
@ Rp. @ Rp.
= Rp. = Rp.
-
= Rp.
-
An.G32h
-
-
1 M3 Pasangan Pondasi Campuran 1 : 4 1.2000
M3
Batu Kali
@ Rp.
= Rp.
-
3.2600
Zak
Semen
@ Rp.
= Rp.
-
0.5220
M3
Pasir Pasangan
@ Rp.
= Rp.
-
1.2000
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.1200
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
3.6000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.1800
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.G33h
1 M3 Pasangan Batu Merah Campuran 1 : 4 450.0000
Bh
Batu Merah
@ Rp.
= Rp.
-
2.5300
Zak
Semen
@ Rp.
= Rp.
-
0.4060
M3
Pasir Ayak Untuk Beton
@ Rp.
= Rp.
-
1.5000
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.1500
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
4.5000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.2250
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.G331
1 M3 Pasangan Transram Batu Merah Campuran 1 : 2 450.0000
Bh
Batu Merah
@ Rp.
-
= Rp.
-
4.1200
Zak
Semen
@ Rp.
-
= Rp.
-
0.3330
M3
Pasir Ayak Untuk Beton
@ Rp.
-
= Rp.
-
1.5000
org/hr
Tukang Batu
@ Rp.
-
= Rp.
-
0.1500
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
4.5000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.2550
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.G50h
1 M2 Plasteran Transram 1 : 2 tebal 10 mm 0.1400
Zak
Semen
@ Rp.
-
= Rp.
-
0.0114
M3
Pasir Ayak Untuk Beton
@ Rp.
-
= Rp.
-
0.1500
org/hr
Tukang Batu
@ Rp.
-
= Rp.
-
0.0150
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
0.4000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.G50i
1 M2 Plasteran Campuran 1 : 3 tebal 15 mm 0.1630
Zak
Semen
@ Rp.
-
= Rp.
-
0.0194
M3
Pasir Ayak Untuk Beton
@ Rp.
-
= Rp.
-
0.2000
org/hr
Tukang Batu
@ Rp.
-
= Rp.
-
0.0200
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
0.4000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
-
= Rp. = Rp.
-
An.G50o
1 M2 Plasteran Campuran 1 : 1/2 : 5 tebal 10 mm 0.0680
Zak
Semen
@ Rp.
-
= Rp.
-
0.0014
M3
Pasir Ayak Untuk Beton
@ Rp.
-
= Rp.
-
0.0136
org/hr
Tukang Batu
@ Rp.
-
= Rp.
-
0.1500
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
0.4000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.G50j
1 M2 Plasteran Campuran 1 : 3 tebal 10 mm 0.1080
Zak
Semen
@ Rp.
-
= Rp.
-
0.0130
M3
Pasir Ayak Untuk Beton
@ Rp.
-
= Rp.
-
0.1500
org/hr
Tukang Batu
@ Rp.
-
= Rp.
-
0.0150
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
0.4000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.G sub
1 M2 Pekerjaan Plamur Dinding 0.1250
Kg
Plamur
@ Rp.
= Rp.
-
0.2500
org/hr
Tukang Cat
@ Rp.
= Rp.
-
0.0200
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.2500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.G sub
1 M2 Pekerjaan Plamur Plafond 0.1250
Kg
Plamur
@ Rp.
= Rp.
-
4.0000
mtr
Plaster Plafond
@ Rp.
= Rp.
-
0.2500
org/hr
Tukang Cat
@ Rp.
= Rp.
-
0.0200
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.2500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.G44
1 M3 Beton Campuran 1 : 3 : 6 ( Rabat Beton ) 1.0000
M3
Batu Pecah/Kerikil
@ Rp.
= Rp.
-
0.5000
M3
Pasir Ayak Untuk Beton
@ Rp.
= Rp.
-
4.2400
Zak
Semen
@ Rp.
-
= Rp.
-
0.5000
org/hr
Tukang Batu
@ Rp.
-
= Rp.
-
0.0500
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
6.0000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.3000
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.G44
1 M3 Beton Campuran 1 : 3 : 6 (Rabat Beton) 4.2400
Zak
Semen
@ Rp.
= Rp.
-
1.0000
m3
Batu Pecah 1 s/d 2 Cm
@ Rp.
= Rp.
-
0.5000
m3
Pasir Beton
@ Rp.
= Rp.
-
0.5000
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.0500
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
6.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.3000
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.SPL.V
1 M3 Beton Campuran 1 : 2 : 3 Pekerjaan Beton 0.5400
m3
Pasir Beton
@ Rp.
= Rp.
-
0.8200
m3
Batu Pecah 2 - 3 cm
@ Rp.
= Rp.
-
8.5000
Zak
Semen
@ Rp.
= Rp.
-
1.0000
org/hr
Tukang
@ Rp.
= Rp.
-
0.1000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
6.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
0.3000
org/hr
Mandor
@ Rp.
364404696.xls
-
= Rp.
-
= Rp.
-
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
PEKERJAAN PEMBESIAN 9.0000
org/hr
Tukang
@ Rp.
= Rp.
-
3.0000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
org/hr
Pekerja
@ Rp.
= Rp.
-
110.0000
9.0000
Kg
Besi Tulangan
@ Rp.
= Rp.
-
2.0000
Kg
Kawat
@ Rp.
= Rp.
-
= Rp.
-
PEKERJAAN CETAKAN 1.5000
org/hr
Tukang
@ Rp.
= Rp.
-
0.0150
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
4.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
= Rp.
-
0.4000
Kg
Kayu Cetakan
@ Rp.
= Rp.
-
1.0000
Kg
Paku
@ Rp.
= Rp.
-
Jumlah 1 m3 Beton Bertulang Campuran 1 : 2 : 3
An.SPL.Va
= Rp.
-
1 m3 LANTAI BETON BERTULANG
Pekerjaan Beton 0.5400
m3
Pasir Beton
@ Rp.
-
= Rp.
-
0.8200
m3
Batu Pecah 2 - 3 cm
@ Rp.
-
= Rp.
-
6.8000
Zak
Semen Tonasa
@ Rp.
-
= Rp.
-
2.0000
org/hr
Tukang
@ Rp.
-
= Rp.
-
6.0000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.3000
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
PEKERJAAN PEMBESIAN 44.0000
Kg
Besi Tulangan
@ Rp.
-
= Rp.
-
0.8000
Kg
Kawat
@ Rp.
-
= Rp.
-
= Rp.
-
PEKERJAAN CETAKAN 1.5000
org/hr
Tukang
@ Rp.
-
= Rp.
-
0.0273
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
4.0000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
-
= Rp.
-
0.4000
Kg
Kayu Cetakan
@ Rp.
-
= Rp.
-
1.0000
Kg
Paku
@ Rp.
-
= Rp.
-
Jumlah 1 m3 Lantai Beton Bertulang An.F26
= Rp.
-
1 M3 Pekerjaan Kosen 1.0000
m3
Kayu Klas I (Bayam)
@ Rp.
= Rp.
-
20.0000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
3.0000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
10.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.5000
org/hr
Mandor
@ Rp.
= Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.F22
= Rp.
-
1 M3 Pekerjaan Kuda-kuda/Gording Kayu Klas I 1.1000
m3
Kayu Klas I (Bayam)
@ Rp.
= Rp.
-
24.0000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
2.4000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
8.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.4000
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.F22b
1 M3 Pekerjaan Kuda-kuda/Gording Kayu Klas II 1.1000
m3
Kayu Klas II
@ Rp.
= Rp.
-
24.0000
org/hr
Tukang Kayu
@ Rp.
-
= Rp.
-
2.4000
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
8.0000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.4000
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.H.8
1 M2 Pekerjaan Atap Seng 0.8600
lbr/6 kk
0.0750
Kg
Seng BJLS 0,30
@ Rp.
= Rp.
-
Paku Seng
@ Rp.
= Rp.
-
0.2000 0.0200
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.1000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0050
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.H.10
10 M' Pekerjaan Menutup Bubungan Dengan Alas Papan 3.0000
lbr
Seng Bubungan
@ Rp.
= Rp.
-
12.0000
Kg
Paku Seng
@ Rp.
= Rp.
-
-
Kg
Paku
@ Rp.
= Rp.
-
-
m3
Papan Kayu Klas II
@ Rp.
= Rp.
-
0.2500
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0250
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.2500
org/hr
Pekerja
@ Rp.
= Rp.
-
-
1 M' Menutup Bubungan An.F.21
= Rp.
0.18
1 M2 Memasang Listplank tebal 2 cm 0.0330
m3
Papan Kayu Klas I
@ Rp.
= Rp.
-
0.1000
Kg
Paku
@ Rp.
= Rp.
-
0.8000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0800
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.8000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0140
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.F.31
1 M2 Pintu Teakwood 0.0140
m3
Kayu Klas I
@ Rp.
= Rp.
-
1.0000
lbr
Teakwood
@ Rp.
= Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
2.6000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.2600
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.8500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0425
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.F.30 1 M2 Pintu Panil / Jendela 0.0350
m3
Kayu Klas I
@ Rp.
= Rp.
-
4.0000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.4000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
1.3000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0650
org/hr
Mandor
@ Rp.
-
= Rp.
-
= Rp.
-
An.F.34 1 M2 Pekerjaan Pintu / Jendela Jalusi 0.0400
m3
Kayu Klas I
@ Rp.
-
= Rp.
-
9.0000
org/hr
Tukang Kayu
@ Rp.
-
= Rp.
-
0.9000
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
3.0000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.1500
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. 1 1 bh Pasang Kunci Tanam Biasa 1.0000
bh
Kunci Tanam
@ Rp.
= Rp.
-
0.5000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0500
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.0100
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0050
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. 2 1 bh Pasang Engsel Pintu 1.0000
bh
Engsel
@ Rp.
= Rp.
-
0.1500
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0150
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.0150
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0008
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. 3 1 bh Pasang Grendel 1.0000
bh
Grendel
@ Rp.
= Rp.
-
0.2000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0200
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
0.0200
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0010
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.G.53a
10 M2 MENGECAT TEMBOK BARU 3 Kali Olah 1.2500
Kg
Cat Tembok Avitex
@ Rp.
= Rp.
-
0.7500
org/hr
Tukang Cat
@ Rp.
= Rp.
-
0.0750
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.5000
org/hr
Pekerja
@ Rp.
= Rp.
-
Untuk 1 m2 =
364404696.xls
Rp
-
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
K.31a
1 m2 Mengecet Atap 2 Kali Olah 0.1750
Kg
Cat Meni
@ Rp.
= Rp.
-
0.0500
Ltr
Minyak Cat
@ Rp.
= Rp.
-
0.0500
org/hr
Tukang Cat
@ Rp.
= Rp.
-
0.0150
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.0500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0150
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
K.31 1 m2 Mengecet Besi 2 Kali Olah 0.1750
Kg
Cat Avian
@ Rp.
= Rp.
-
0.0500
Ltr
Minyak Cat
@ Rp.
= Rp.
-
0.0500
org/hr
Tukang Cat
@ Rp.
= Rp.
-
0.0150
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.0500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0150
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
K. 9+23 1 m2 Mengecet Kayu 3 Kali Olah 0.4250
Kg
Cat Avian
@ Rp.
= Rp.
-
0.0575
Ltr
Minyak Cat
@ Rp.
= Rp.
-
0.0800
Kg
Dempul
@ Rp.
= Rp.
-
0.3400
org/hr
Tukang Cat
@ Rp.
= Rp.
-
0.0340
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.6000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.1000
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
K. 18 1 m2 Mengecet Menie 1.2000
Kg
Cat menei
@ Rp.
= Rp.
-
0.7500
org/hr
Tukang Cat
@ Rp.
= Rp.
-
0.0750
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.5000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
Supl List 1 Titik UPAH MEMASANG INSTALASI LISTRIK 1.5000
org/hr
Tukang Listrik
@ Rp.
= Rp.
-
0.5000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
1.5000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.5000
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.F Pasangan Naco 0.5000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0250
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
1.0000
org/hr
Naco 6 Mata
@ Rp.
= Rp.
-
1.0000
org/hr
Naco7 Mata
@ Rp.
= Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
Naco 6 Mata
= Rp.
-
Naco 7 Mata
= Rp.
-
An. SPL.VII 1 m2 Plafond Triples 3 mm 0.3500
lbr
Tripleks
@ Rp.
0.0200
kg
Paku
@ Rp.
30,800.00 -
= Rp. = Rp.
-
0.5000
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
-
= Rp. = Rp.
10,780.00
10,780.00
An. SPL.VII 1 m2 Plafond Kalsiboard 0.3500
lbr
Kalsiboard
@ Rp.
= Rp.
-
0.0200
kg
Paku
@ Rp.
= Rp.
-
0.2500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.F.1 1 M3 Rangka Plafond 1.0000
m3
Kayu Kelas II
@ Rp.
= Rp.
-
15.0000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
1.5000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
5.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.2500
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.F,1a 1 M' List Frofil Plafond ( t = 4 x 4 cm ) 1.0000
m3
List Profil
@ Rp.
= Rp.
-
0.0150
org/hr
Paku
@ Rp.
= Rp.
-
0.0500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.F36 1 M2 Pasangan Kaca Mati 3 mm 1.0000
m2
Kaca Ryben 3 mm
@ Rp.
= Rp.
-
0.0040
org/hr
Papan (kayu bayam)
@ Rp.
= Rp.
-
0.4000
org/hr
Tukang
@ Rp.
= Rp.
-
0.0360
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.1200
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0060
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.F36 1 M2 Pasangan Kaca Mati 5 mm 1.0000
m2
Kaca Ryben 5 mm
@ Rp.
= Rp.
-
0.0040
org/hr
Papan (kayu bayam)
@ Rp.
= Rp.
-
0.4000
org/hr
Tukang
@ Rp.
= Rp.
-
0.0360
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.1200
org/hr
Pekerja
@ Rp.
= Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
0.0060
org/hr
Mandor
@ Rp.
364404696.xls
-
= Rp.
-
= Rp.
-
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.F36
1 M2 Mengerjakan Bingkai Jendela 0.0410
m2
Kayu Bayam Kls I
@ Rp.
= Rp.
-
4.0000
m3
Tukang Kayu
@ Rp.
= Rp.
-
0.5000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
2.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.1000
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. F34 1M2 Pintu / Jendela Panil Kaca Type 4,5,6,7,8 &9 0.035
m3
Kayu Klas 1
@ Rp.
Rp.
-
1.000
m2
Kaca
@ Rp.
Rp.
-
4.000
Org/hr
Tukang Kayu
@ Rp.
Rp.
-
0.4000
Org/hr
Kepala Tukang
@ Rp.
-
Rp.
-
1.3000
Org/hr
Pekerja
@ Rp.
-
Rp.
-
0.0650
Org/hr
Mandor
@ Rp.
-
Rp.
-
Rp.
-
K,135 1 M' PEK. SEPASANG DINDING SAYAP DRAINASE 0.3800
m3
Timbunan Konstruksi
@ Rp.
= Rp.
-
1.0000
m3
Batu Belah 15/20
@ Rp.
= Rp.
-
0.2500
m3
Pasir Pasangan
@ Rp.
= Rp.
-
3.8000
zak
Semen Tonasa 40 Kg
@ Rp.
= Rp.
-
0.2500
org/hr
Mandor
@ Rp.
= Rp.
-
3.1300
org/hr
Pekerja
@ Rp.
-
= Rp.
-
0.1300
org/hr
Kepala Tukang
@ Rp.
-
= Rp.
-
0.2500
org/hr
Tukang
@ Rp.
-
= Rp.
-
= Rp.
-
Sup.III 1 m2 PEMASANGAN PAVING BLOCK ( Beton Cetak ) Tebal = 8 Cm 50.000
Bh
Paving Block
@ Rp.
Rp.
-
0.0350
m3
Pasir
@ Rp.
Rp.
-
0.0500
Org/hr
Tukang Batu
@ Rp.
Rp.
-
0.5000
Org/hr
Pekerja
@ Rp.
Rp.
-
Rp.
-
G.55.b 1 m2 PAS. LAPIS BATU BATA DASAR LANTAI ( Tanpa Plaster ) 30.0000
Bh
Batu Bata
@ Rp.
Rp.
-
0.0350
M3
Pasir Pasangan
@ Rp.
Rp.
-
0.0600
Org/hr
Tukang Batu
@ Rp.
Rp.
-
Org/hr
Pekerja
@ Rp.
Rp.
-
Rp.
-
0.2000 Sup
10 m2 ACIAN TEMBOK 0.0300
zak
Semen ( 40 Kg )
@ Rp.
Rp.
-
0.0530
m3
Pasir Pasangan
@ Rp.
Rp.
-
0.0500
Org/hr
Tukang Batu
@ Rp.
Rp.
-
5.0000
Org/hr
Kepala Tukang
@ Rp.
Rp.
-
0.4250
Org/hr
Pekerja
@ Rp.
Rp.
-
0.8500
Org/hr
Mandor
@ Rp.
Rp.
-
Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
untuk 1m2
Rp.
-
1 m2 BAKESTING 0.0400
lbr
Triplex
@ Rp.
Rp.
0
0.4000
Kg
Paku
@ Rp.
Rp.
0.5000
Org/hr
Tukang Batu
@ Rp.
Rp.
-
0.0500
Org/hr
Kepala Tukang
@ Rp.
Rp.
-
0.2000
Org/hr
Pekerja
@ Rp.
Rp.
-
0.0100
Org/hr
Mandor
@ Rp.
Rp.
-
Rp.
-
0
1 m2 Pas. Dinding Tripleks 0.3500
lbr
Tripleks 3 mm
@ Rp.
= Rp.
-
0.0200
kg
Paku
@ Rp.
= Rp.
-
0.2500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
SPL.VI
1 M3 Rangka Dinding 1.0000
m3
Kayu Kelas II
@ Rp.
= Rp.
-
15.0000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
1.5000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
5.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.2500
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
SPL.VI
1 M3 Dinding - Bilik 0.0008
m3
Kayu - kayu rangka
@ Rp.
= Rp.
-
2.2000
m2
Bilik ( dubble )
@ Rp.
= Rp.
-
0.5000
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0500
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.2000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0100
org/hr
Mandor
@ Rp.
-
= Rp.
-
0.7500
Kg
Paku
@ Rp.
-
= Rp.
-
= Rp.
-
SPL.VI
1 m2 Plafond Tripleks ( Tebal 3 mm ) 1.0000
lbr
Tripleks
@ Rp.
= Rp.
-
0.0200
kg
Paku
@ Rp.
= Rp.
-
0.1500
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0150
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.5000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. SPL. VII
1 m2 Memasang Plafond Multipleks Variatif + Rangka 1.2000
m2
Bahan Rangka Plafond
@ Rp.
= Rp.
-
1.1000
m2
Bahan Rangka Multipleks
@ Rp.
= Rp.
-
1.2000
m2
Upah Rangka Plafond
@ Rp.
= Rp.
-
1.1000
m2
Upah Pasangan Plafond
@ Rp.
= Rp.
-
= Rp.
-
An. H2
1 M2 Pekerjaan , kaso-kaso berantara 50 cm dari As ke As 25.0000
Bh
0.1000
org/hr
Genteng
@ Rp.
= Rp.
-
Tukang Kayu
@ Rp.
= Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
0.0100
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.2000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0100
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. H2a 1 M2 Pekerjaan Atap Metal Roof 1.0000
M2
Genteng Metal Roof
@ Rp.
= Rp.
-
0.0200
Kg
Paku
@ Rp.
= Rp.
-
0.0600
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0060
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.1200
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0060
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. J.4 1M2 Pekerjaan Lapisan Atap 1.0500
M2
Karet Lapisan Genteng
@ Rp.
= Rp.
-
0.0100
org/hr
Tukang
@ Rp.
= Rp.
-
0.0200
org/hr
Mandor
@ Rp.
= Rp.
-
0.0500
org/hr
Pekerja
@ Rp.
= Rp.
-
= Rp.
-
An. J.4 1M' Memasang Bumbung Atap Genteng Metal 1.0000
M'
Bumbungan
@ Rp.
= Rp.
-
6.0000
Kg
Paku
@ Rp.
= Rp.
-
0.0250
org/hr
Tukang Kayu
@ Rp.
= Rp.
-
0.0030
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.0250
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0100
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. L4 1 M3 Membongkar Dinding Tembok dengan membersihkan batas-batasnya 2.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.2000
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. L5 1 M2 Membongkar Lantai yang lama berikut membersihkan 1.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.1000
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An. L8 1 M2 Membongkar Atap Seng 1.0000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.1000
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.SPL.III 1 M2 Memasang Tegel Keramik 20/20 1.0000
dos
Tegel Keramik Warna 20 x 20 cm @ Rp.
= Rp.
-
0.0300
m3
Pasir Pasangan
= Rp.
-
@ Rp.
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
0.0200
Zak
Semen (40 kg)
@ Rp.
= Rp.
-
0.2500 0.0250
org/hr
Tukang Batu
@ Rp.
= Rp.
-
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.6000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.SPL.III
1 M2 Memasang Tegel Keramik 30/30 1.0000
dos
Tegel Keramik Putih 30 x 30 cm
@ Rp.
= Rp.
-
0.0300
m3
Pasir Pasangan
@ Rp.
= Rp.
-
0.0170
Zak
Semen
@ Rp.
= Rp.
-
0.3110
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.0311
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.6250
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0310
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.SPL.III 1 M2 Memasang Tegel Keramik 40/40 1.0000
m2
Tegel Keramik Putih 40 x 40 cm
@ Rp.
= Rp.
-
0.1175
m3
Semen PC
@ Rp.
= Rp.
-
0.8000
Zak
Semen Warna
@ Rp.
= Rp.
-
0.0285
org/hr
Pasir Pasangan
@ Rp.
= Rp.
-
0.5000
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.0250
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.7500
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.SPL.III
1 M2 Memasang Tegel Keramik 60/60 1.0000
dos
Tegel Keramik Motif 60 x 60 cm
@ Rp.
= Rp.
-
0.0300
m3
Semen PC
@ Rp.
= Rp.
-
0.0170
Zak
Semen Warna
@ Rp.
= Rp.
-
0.0285
org/hr
Pasir Pasangan
@ Rp.
= Rp.
-
0.3110
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.0311
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.6250
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0310
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.SPL.III
1 M2 Pasangan Lantai Keramik Pecah 1.0000
m2
Tegel Keramik Pecah
@ Rp.
= Rp.
-
0.1175
m3
Semen PC
@ Rp.
= Rp.
-
0.8000
Zak
Semen Warna
@ Rp.
= Rp.
-
0.0285
org/hr
Pasir Pasangan
@ Rp.
= Rp.
-
0.7000
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.0250
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.5000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
= Rp.
-
An.SPL.III
1 M2 Pasangan Dinding Keramik 20/20 1.0000
m2
Tegel Keramik 20/20
364404696.xls
@ Rp.
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
0.1175
m3
Semen PC
@ Rp.
= Rp.
-
0.8000
Zak
Semen Warna
@ Rp.
= Rp.
-
0.0285
org/hr
Pasir Pasangan
@ Rp.
= Rp.
-
0.7000
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.0250
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.5000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.SPL.III
1 M2 Pasangan Keramik Tangga 1.0000
m2
Tegel Keramik 30/30
@ Rp.
= Rp.
-
0.1175
m3
Semen PC
@ Rp.
= Rp.
-
0.8000
Zak
Semen Warna
@ Rp.
= Rp.
-
0.0285
org/hr
Pasir Pasangan
@ Rp.
= Rp.
-
0.7000
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.0250
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
0.5000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
= Rp.
-
An.SPL.III 1 M2 Pasangan Nirogranitto 40/40 2.5000
m2
Tegel Keramik 40/40
@ Rp.
= Rp.
-
0.1175
m3
Semen PC
@ Rp.
= Rp.
-
0.8000
Zak
Semen Warna
@ Rp.
= Rp.
-
0.0285
org/hr
Pasir Pasangan
@ Rp.
= Rp.
-
2.5000
org/hr
Tukang Batu
@ Rp.
= Rp.
-
0.5000
org/hr
Kepala Tukang
@ Rp.
= Rp.
-
1.5000
org/hr
Pekerja
@ Rp.
= Rp.
-
0.0250
org/hr
Mandor
@ Rp.
= Rp.
-
1.0000
ls
Alat Bantu
@ Rp.
= Rp.
-
Rp.
-
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
364404696.xls
DAFTAR HARGA MATERIAL DAN UPAH NO
JENIS MATERIAL
SAT
UPAH KERJA 1
Pekerja
org/hr
2
Mandor
org/hr
3
Kepala Tukang
org/hr
4
Tukang
org/hr
5
Mandor Lapangan
org/hr
6
Mekanik
org/hr
7
Mekanik Pembantu
org/hr
8
Operator Terampil
org/hr
9
Operator Semi Terampil
org/hr
10
Pembantu Operator
org/hr
11
Sopir Truk
org/hr
12
Sopir Personil
org/hr
13
Pembantu Sopir
org/hr
14
Buruh Tak terlatih
org/hr
15
Buruh Semi Terlatih
org/hr
16
Buruh Terlatih
org/hr
AGREGAT HALUS : 1
Pasir urug / Pasir Timbun
M3
2
Pasir pasang/kali
M3
3
Pasir beton
M3
4
Sirtu
M3
5
Kerikil
M3
6
Tanah Timbunan
M3
7
Tanah liat
M3
AGREGAT KASAR : 8
Batu kali
M3
9
Batu Gunung
M3
10
Batu Karang Putih/B. Gunung
M3
11
Chipping 1-2
M3
12
Batu split 2-3
M3
13
Batu belah
M3
14 15
Batu Bata Kapur
Bh Zak
HARGA WILALYAH KEC. ENREKANG
SEMEN: 1
Semen Tonasa @ 50 Kg
Zak
Semen Tonasa @ 40 Kg
Zak
2
Semen Bosowa @ 50 Kg
Zak
3
Semen Putih 40 Kg
Zak
4
Semen PC
Tong
KAYU: Kayu kelas I : 1
Kayu Balok
M3
2
Kayu Papan
M3
Kayu kelas II : 5
Kayu Balok
M3
6
Kayu Papan
M3
7
Kayu Prancah
M3
KAYU LAPIS : 1
Kalsboard
Lbr
2
Tripleks 3 mm
Lbr
3
Tripleks 4 mm
Lbr
4
Tripleks 6 mm
Lbr
5
Tripleks 9 mm
Lbr
6
Tripleks 12 mm
Lbr
1 1
GYPSUM Gypsum + Ranka Plafond (Terpasang)
M2
LIST PROFIL ; 1
Covecornice
M'
2
List Profil - K1 A
M'
3
List Profil - T-11
M'
4
List Profil - 7 cm
M'
5
List Profil - 5 cm
M'
6
Plint 10 cm
M'
7
Plint 7 cm
M'
8
Lambresering 9 cm Meranti
M'
9
Lambresering 9 cm Agatis
M'
PAKU: 1
Paku
Kg
2
Paku Seng
Kg
3
Paku Beton 2, 3, 4 cm
Dos
4
Paku Beton 5, 7, 10 cm
Dos
SENG: 1
Seng BJLS 18 (BWG 34)
Lbr/6
2
Seng BJLS 0.2 (BWG 34)
Lbr/6
3
Seng BJLS 0.3 (BWG 32)
Lbr/6
4
Seng BJLS 0.35 (BWG 28)
Lbr/6
PEKERJAAN BAJA : BAUT : 1
Baut
bh
2
Besi Dynabolt 16 x 85
bh
3
Besi Dynabolt 16 x 11
bh
4
Besi Dynabolt 12 x 100
bh
5
Baut Seng 1/2 x 5/8"
bh
BOR: 1
GSB 16 RE
unit
2
Mata Bor Beton/Masonry Drill bit
pcs
3
Masonry Drill dia. 16
pcs
4
Masonry Drill dia. 12
pcs
BESI: 1
Besi beton
Kg
2
Besi Plat 4 x 8 x 6 mm
M'
11
Besi Plat 4 x 8 x 10 mm
Btg
12
Besi Siku 40 x 4 mm
Btg
12
Besi Siku 50 x 50 x 5 mm
Btg
12
Besi Siku 60 x 6
Btg
KERAMIK : ASIA TILE : 1
Keramik Dinding 20 x 25 (warna tua)
Boks
2
Keramik Dinding 20 x 25 (warna muda)
Boks
3
Keramik Lantai 20 x 20
Boks
4
Keramik Lantai 20 x 20
Boks
5
Keramik Lantai 20 x 20
Boks
6
Keramik Lantai 30 x 30
Boks
7
Keramik Lantai 30 x 30
Boks
8
Keramik Lantai 30 x 30
Boks
9
Keramik Lantai 30 x 30
Boks
ROMAN / ROYAL : 1
Keramik Lantai 20 x 20
Boks
2
Keramik Lantai 20 x 20
Boks
3
Keramik Lantai Roman 30 x 30 (warna muda)
Boks
4
Keramik Lantai Royal 30 x 30 (warna muda)
Boks
5
Keramik Lantai Royal 30 x 30 (warna tua)
Boks
6
Keramik Lantai Royal 40 x 40 (warna muda)
Boks
7
Keramik Lantai Royal 40 x 40 (warna tua)
Boks
1
Keramik Lantai 30 x 30 Motif
M2
2
Keramik Lantai 30 x 30 Polos Warna
M2
3
Keramik Lantai 40 x 40 Motif
M2
4
Keramik Lantai 40 x 40 Polos Warna
M2
5
Keramik Lantai 30 x 30 Putih Standard
M2
6
Keramik Lantai 40 x 40 Putih Standard
M2
7
Keramik Dinding 20 x 20 Motif
M2
8
Keramik Dinding 20 x 20 Polos Warna
M2
9
Keramik Dinding 20 x 25 Motif
M2
10
Keramik Dinding 20 x 25 Polos Warna
M2
11
Keramik Dinding 20 x 20 Putih Standard
M2
12
Keramik Dinding 20 x 25 Putih Standard
M2
13
Keramik Teras (Rock) 20 x 20 Standard
M2
14
Keramik Teras (Rock) 30 x 30 Standard
M2
15
Keramik Teras 40 x 40 Standard
M2
16
Semen warna
Kg
1
3 mm Panasap (Bening)
M2
2
5 mm Panasap (Bening)
M2
3
3 mm Polos Asahi Mas (Ryben)
M2
4
5 mm Polos Asahi Mas (Ryben)
M2
5
3 mm Polos Utama (Buram)
M2
6
5 mm Polos Utama (Buram)
M2
7
Kaca nako 6 Mata
Set
8
Kaca nako 7 Mata
Set
Genteng Metal Zincalume Kasar Multi Roof Genteng Metal Zincalume Polos Multi Roof Genteng Metal Zincalume Kasar Surya Roof Genteng Metal Zincalume Polos Surya Roof Bumbungan Metal Roof Genteng Metal Zincalume Polos Mega Roof Paku Asbes Karet Pelapis Genteng
M2 M2 M2 M2 M' M2 Kg M2
KACA:
GENTENG : 1 2 3 4 5 6 7 8
LANDSCAPE :
PAVING : 1
Paving Block 6 cm (50 bj/M2)
M2
2
Paving Block 8 cm (50 bj/M2)
bh
PLUMBING : PIPA : 1
Pipa PVC 1"
M
2
Pipa PVC 11/2"
M
3
Pipa PVC 2"
M
4
Pipa PVC 3"
M
5
Pipa PVC 1/2"
M'
6
Pipa PVC 5/8"
Btg
7
Pipa GIP 3"
Btg
8
Pipa GIP 2"
Btg
9
Pipa GIP 1 1/2"
Btg
10
Pipa GIP 1"
Btg
11
Pipa GIP 1/2"
Btg
TANGKI AIR : 1
TA. Stainless Kap. 1 m3
(Maspion)
Bh
2
TA. Stainless Kap. 1/2 m3
(Maspion)
Bh
3
TA. Fiberglass Kap. 1 m3
(Grand)
Bh
4
TA. Fiberglass Kap. 1/2 m3 (Excel)
Bh
PINTU & JENDELA : JENDELA KOSEN ALUMINIUM 1
Type - 01, Jendela Alumunium Lengkap (Terpasang)
set
2
Type - 02, Jendela Alumunium Lengkap (Terpasang)
set
3
Type - 03, Jendela Alumunium Lengkap (Terpasang)
set
4
Type - 04, Jendela Alumunium Lengkap (Terpasang)
set
PINTU KOSEN ALUMINIUM 1
Type 01 Pintu Alumunium Lengkap (Terpasang)
set
2
Type 02 Pintu Alumunium Lengkap (Terpasang)
set
3
Type 03 Pintu Alumunium Lengkap (Terpasang)
set
KUNCI PINTU : 1
Kunci Tanam 2x Putar
Bh
2
Vanessa
set
3
Sess
Type 7936
set
4
Sess
Type 20801
set
Type SES 4683
5
JS
Type Js 8816
set
KUNCI LACI / LEMARI : 1
Kunci Laci Alpha
set
2
Kunci Laci S M W
set
3
Kunci Laci S I S
set
4
Kunci Lemari 808
set
ENGSEL PINTU : 1
Merk SESS 4 x 3
set
2
Merk Cavel 4 x PR
set
3
Merk UNO 4 x 3
set
ENGSEL JENDELA : 1
Merk Borsalino 3 x 3
set
2
Merk Cavel 3 x 3
set
3
Merk SS 3 x 2,5
set
4
Merk Hinges 3 x 2,5
set
5
Hak Angin
bh
7
Slot Jendela
bh
GRENDEL : 2
Ses
(Stainless) Pintu
4
Grendel Biasa Jendela
set Bh
SANITARY : KLOSET : 1
Kloset duduk standard (Toto)
Bh
2
Kloset duduk Premium (Toto)
Bh
3
Kloset duduk Kharisma (KIA)
Bh
4
Kloset jongkok standard (TOTO)
Bh
5
Kloset jongkok Premium (Toto)
Bh
6
Kloset Granada Putih
Bh
7
Urinoir standar
Bh
8
Jet shower PVC Exel
Bh
9
Kaca Cermin
Bh
WASHTAFEL : Wastafel standard (Toto)
Bh
Wastafel Studio 50/Wh. Grey
Bh
Countertop Randalupe (KIA)
Bh
Countertop Aqualupe (KIA)
Bh
KRAN : 1
Kran Wall Shower Itap Putar
Bh
2
Kran Wastafel F. 10
Bh
3
Kran Tembok CNN
Bh
4
Kran Kodok Wastafel
( San-Ei )
Bh
5
Kran Leher Angsa
( San-Ei )
Bh
6
Kran Kamar Mandi
( San-Ei )
Bh
7
Kran Double/Jet Washer
( San-Ei )
Bh
8
Kran Taman
14
Stop Valve 1,5" (Kitz)
( San-Ei )
Bh Bh
SARINGAN : 1
Floor Strainer Heins
2
Floor Drain
Bh ( Toto)
Bh
SIFON : 1
Sifon ATR Viega
Bh
KLEP : 1
Klep Berdiri 1/2 kitz
Bh
CAT TEMBOK : 1
Aries Putih (5 ltr)
klg
2
Cat Dasar/Undercoat Mowilex
Ltr
3
Cat Weather Coat Mowilex
Ltr
4
Cat Tembok Dalam Mowilex
Ltr
5
Cat Tembok Metrolite
Kg
6
Cat Tembok Metrolite
Kg
7
Cat warna hitam
Kg
8
Cat Vinotex Hitam 5 kg
klg
CAT BESI / KAYU : 1
Cat Calton 9931
klg
2
Seyiv 1/2 duco No. 437
klg
3
Avian No. 190
1 kg
klg
4
Avian No. 192
1 kg
klg
5
Avian No. 194
1 kg
klg
6
Avian No. 466
1 kg
klg
7
Avian No. 735
1 kg
klg
8
Avian Kayu N0. 735
klg
9
Avian Super White
klg
10 Cat Dico "Susuki" Hitam Buram
klg
CAT GENTENG : 1
Aga No. 019
galon
2
Aga Cat Genteng Orange 4 kg
klg
3
Aga No. 119 4 kg
klg
4
SIIP Cat Genteng No. 15 5 kg
klg
MENIE, KOLTER, PLAMUR, DLL. 1
Plitur
Btl
2
Kolter
Ltr
3
Menie Kayu
Kg
4
Menie Besi
Ltr
5
Plamur Tembok
Kg
6
Pylox
klg
THINNER : 1
Thinner A
Ltr
2
Thinner Super
Ltr
KAPUR, SEMEN : 1
Kapur
zak
2
Semen Putih
zak
DEMPUL : 1
Dempul Kayu
Kg
2
Dempul Isamu 1 kg
klg
WATERPROOF 1
Waterproof Superflex Lantai
M2
2
Waterproof Superflex Dinding
M2
3
Waterproof Multiguard
M2
4
Waterproof Aquaseal
Kg
5
Waterproof Ultraproof
Kg
6
Waterproof Seal On
Kg
KABEL : 4
Kabel Telepon
mtr
5
Kabel NYFGBY (4 50 ) mm2
mtr
6
Kabel NYM 2 x 2.5
mtr
7
Kabel NYM 2 x 2,5 Eterna
mtr
8
Kabel NYM 3 x 2.5 Eterna
mtr
9
Kabel NYM 3 x 4 Eterna
mtr
10 Kabel NYY 4 x 16
mtr
11 Kabel NYY 4 x 10 mm
mtr
PIPA : 1
Pipa PVC 20 mm
btg
2
Pipa 3/4
btg
3
Fleksibel
mtr
4
Pipa Clipsal 20 mm
btg
5
L Bow 3/4
bh
6
Klem Kabel Clipsal 20 mm
bh
7
Sok/Sambungan Clipsal
bh
8
Tedos Clipsal
bh
9
Inbow Dos Decker
bh
10 Tedos 3/4
bh
11 Dos Inbow Asli
bh
LAMPU : 1
Neon Lilin 18 Watt Philips
bh
2
Down Light Besar
bh
3
Down Light Sedang
bh
4
Lampu TL 5 Watt
bh
5
Lampu TL 18 Watt
bh
6
Fitting Merkuri 250 watt
bh
7
Lampu Merkuri Philips 250 watt (utk jalan)
set
8
Lampu Taman Bulat Philips
set
9
Lampu Baret 32 Watt
bh
18 Lampu Dinding Setengah Lingkaran
bh
19 Lampu Baret 20 Watt Sambungan
bh
Fitting
bh
Kayu Roset
bh
PANEL :
1 2 3 4 5 6 7
MCB 16 grup MG asli
bh
MCB 10 grup MG asli
bh
Sisir MCB Legrand
bh
Boks MCB 4 grup IB
bh
Boks MCB Plastik Grup MCB Asli
set
MCB 63 Amp MG Panel Distribusi Utama
bh 1.00
PENANGKAL PETIR : 1
Elektroda Penangkap
1.00
2
Elektroda Pertanahan
1.00
3 BC 16 mm
M'
SAKLAR :
1 Engkel IB
bh
2 Stop Kontak 16 AMP 3 Saklar Seri
bh
4 Saklar Tunggal 5 Stop Arde + Tedos OB
bh
6 Steker Arde
bh
7 Engkel IB Makel
bh
8 Kabel Arde
mtr
9 Saklar Engkel + Tedos
set
10 Dora Dos
bh
bh
bh
MUR & BAUT :
1 2 3 5 6 7 8
Fischer dgn mor 58
biji
Fischer 6
dos
Fischer 12
dos
Baut Seng 1/4
gros
Mata Bor
bh
Klem BC
bh
Alat Bantu
Set
SOUND SYSTEM, TELEPON & AC
1 2 3 4 5 6 7 8 9 10
Air Conditioner (AC) 1,0 PK (Sharf)
Unit
Air Conditioner (AC) 1,5 PK (Sharf)
Unit
Air Conditioner (AC) 2,0 PK (Sharf)
Unit
Ceiling Speaker
Unit
Wall Mount Speaker 20 Watt
Unit
Speaker Toa 25 Watt
Unit
Pontentiope
Unit
Pesawat Telepon
Bh
Mic Merek CAROL (tanpa kabel)
bh
Mic ZM 260 (kabel)
bh
POMPA AIR & GENSET
1 Pompa air Nasional 2 Genset + Kabel
Bh Set
FASILITAS KANTOR 1
Meja Kerja 1/2 Biro (Adinda)
bh
2
Meja Kerja 1 Biro (Adinda)
bh
3
Kursi Hadap (ISABEL)
bh
4
Kursi Susun (ISABEL)
bh
5
Kursi Lipat (CITOSE)
bh
6
Kursi Tamu (HOCK)
set
0
-
REKAPITULASI PEKERJAAN : REHAB. GEDUNG DPRD KAB. ENGREKANG LOKASI : KAB. ENREKANG NO.
URAIAN PEKERJAA
I PEKERJAAN PERSIAPAN II PEKERJAAN PEBONGKARAN III PEKERJAAN STRUKTUR LANTAI DASAR 1 Pondasi Batua Kali Camp. 1 : 3 2 Pondasi poer 3 Sloof 4 Kolom & Pilar 5 Balok 6 Plat Lantai Satu 7 Overstek beton di atas Jendela Lantai 8 Tangga 9 Dinding 10 Lantai Dasar 11 Pekerjaan Jendela 12 Pekerjaan Pintu 13 Pekerjaan Plafond 14 Pekerjaan Finishing 15 Menikal dan Elektrikal 16 Fixture, Equipment V PEKERJAAN STRUKTUR LANTAI SATU 1 Kolom & Pilar 2 Ring Balok 3 Overstek beton dibawah Atap 4 Dinding 5 Pekerjaan Jendela 6 Pekerjaan Pintu 7 Pekerjaan Kuda-Kuda 8 Pekerjaan Atap 9 Pekerjaan Plafond 10 PEKERJAAN FINISHING 11 MEKANIKAL DAN ELEKTRIKAL 12 FIXTURE, EQUIPMENT 13 LANDSCAPE
Terbilang :
HARGA ITEM PEKERJAAN (Rp.)
TOTAL BIAYA (Rp.) 22,700,000.00 15,000,000.00 1,589,286,302.40
34,692,982.91 329,472,888.82 229,477,257.84 168,285,614.42 123,535,019.75 141,730,496.45 53,227,741.84 19,897,436.84 86,169,640.92 92,420,292.12 65,706,615.00 56,402,308.98 68,077,935.10 8,373,915.91 13,707,950.00 98,108,205.50 1,210,359,109.89 183,302,345.28 43,760,939.31 348,111,518.98 72,003,802.50 67,974,075.00 54,735,110.72 99,053,553.02 80,048,516.48 87,206,365.00 22,826,298.45 16,793,300.00 113,897,550.00 20,645,735.15
JUMLAH
2,837,345,412.30
DIBULATKAN
2,837,345,000.00
Dua Milyar Delapan Ratus Tiga Puluh Tujuh Juta Tiga Ratus Empat Puluh Lima Ribu Rupiah
Diperiksa Oleh, Kabid. Cipta Karya
Enrekang, 2005 Dibuat Oleh, CV. INTERPOLA CONSULTANT
Werang Umar, SE Nip. 010 089 184
Ir. Atman A. Sukma Kuasa Direktur Menyetujui,
Kadis PU.Kab.Enrekang
Ir. H. Sugiharjo, MPPM NIP. 110 041 879
1,589,286,302.40
1,210,359,109.89
RENCANA ANGGARAN BIAYA Pekerjaan Lokasi
: PEMB. RAHAB. GEDUNG DPRD : KAB. ENREKANG
NO
URAIAN PEKERJAAN
1
2
SAT VOLUME 3
HARGA SAT. JML. HARGA ( Rp. ) ( Rp. ) 5
4
6=5x4
1 PEKERJAAN PERSIAPAN 1 2 3 4 4 5 6 7 8
Mobilisasi dan Demobilisasi Papan Proyek Pekejaan Pengukuran & Bowplank Pembuatan Direksi Keet As Built Drawing Test Material Laporan dan dokumentasi P3K Izin Memdirikan Bangunan (IMB)
2 PEKERJAAN PEBONGKARAN 2.1 Atap Seng 2.2 Lantai Lama 2.3 Dinding Tembok
ls bh ls ls ls Ls Bh ls ls
Ls Ls Ls
1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00
2,000,000 250,000 2,000,000 2,500,000 2,500,000 2,000,000 1,500,000 750,000 9,200,000
2,000,000 250,000 2,000,000 2,500,000 2,500,000 2,000,000 1,500,000 750,000 9,200,000
7,000,000 4,500,000 3,500,000
7,000,000 4,500,000 3,500,000
3 PEKERJAAN STRUKTUR LANTAI DASAR 3.1 ELEVASI -2,7 S/D 4,5 3.1.1 Pondasi Batua Kali Camp. 1 : 3 3.1.1 Galian Tanah Pondasi 3.1.2 Urugan Kembali 3.1.3 Urugan Pasir bawah Pondasi 3.1.4 Pas. Batu kosong 3.1.5 Pas. Batu Kali 3.1.6 Lantai Kerja K. 175
M3 M3 M3 M3 M3 M3
560.00 164.00 25.46 10.08 66.15 16.17
16,670 6,668 54,248 196,160 316,039 1,474,689
9,335,200 1,093,552 1,380,991 1,977,293 20,905,947 23,842,773
3.1.2 Pondasi poer 3.1.2.1 Cor Beton K.225
M3
134.17
2,455,721
329,472,889
3.1.3 Sloof 3.1.3.1 Sloof K. 225
M3
2,455,721
229,477,258
3.1.4 Kolom & Pilar 3.1.4.1 Kolom K.225 3.1.4.2 Pillar K.225
M3 M3
2,455,721 2,455,721
153,079,793 15,205,821
3.1.5 Balok 3.1.5.1 Cor Beton K.225
M3
2,455,721
123,535,020
3.1.6 Plat Lantai Satu 3.1.6.1 Plat Lantai t = 12 cm 3.1.6.1.1 Perancah Bambu 3.1.6.1.2 Cor Beton K. 225
Btg M3
10,000 2,455,721
2,000,000 139,730,496
3.1.7 Overstek beton di atas Jendela Lantai 3.1.7.1 Cor Beton K. 225
M3
21.68
2,455,721
53,227,742
93.45
62.34 6.19
50.31
200.00 56.90
3.1.8 Tangga 3.1.8.1 Cor Beton K. 225
M3
7.39
2,455,721
18,147,774
3.1.8.2 Pas. Tegel
M3
20.57
85,059
1,749,662
3.1.9 Dinding 3.1.9.1 Pas. Batu Merah 1/2 bt 3.1.9.2 Pas. Trasram Batu Merah 1/2 bt
M3 M3
58.42 6.49
357,684 395,064
20,896,272 2,564,397
3.1.9.3 Plesteran Camp. 1 : 2 3.1.9.4 Plesteran Camp. 1 : 4
M2 M2
1,062.20 118.02
21,302 18,543
22,627,170 2,188,445
3.1.9.5 Acian Dinding 3.1.9.6 Pas. Kramik Dinding 20 x 20
M2 M2
1,180.22 129.78
22,919 83,559
27,049,079 10,844,279
3.1.10 Lantai Dasar 3.1.10.1 Timbunan Tanah Biasa 3.1.10.2 Timbunan Pasir bawah lantai t = 10 cm
M3 M3
341.62 42.70
51,068 54,248
17,445,850 2,316,552
3.1.10.3 Rabat Beton t = 5 cm
M3
16.17
371,834
6,011,812
3.1.10.4 Pas. Kramik 40 x 40 3.1.10.6 Pas. Kramik 20 x 20 1
M2 M2 2
3
680.00 59.00
98,009 83,559
66,646,078 4,929,977
4
5
6=5x4
3.1.11 Pekerjaan Jendela 3.1.11. 1 3.1.11. 2
Pas. Jendela Rangka Alumunium Type -01 Pas. Jendela Rangka Alumunium Type -02
Bh Bh
8.00 23.00
1,159,740 2,350,080
9,277,920 54,051,840
3.1.11. 3 3.1.11. 4
Pas. Jendela Rangka Alumunium Type -03 Pas. Jendela Rangka Alumunium Type -04
Bh Bh
2.00 1.00
926,798 523,260
1,853,595 523,260
3.1.12 Pekerjaan Pintu 3.1.12. 1 Pas. Pintu Kosen Aluminium Type -1
Bh
2.00
5,049,000
10,098,000
3.1.12. 2 3.1.12. 3
Pas. Pintu Kosen Aluminium Type -2 Pas. Pintu Kosen Aluminium Type -3
Bh Bh
1.00 2.00
4,819,500 5,049,000
4,819,500 10,098,000
3.1.12. 4
Pekerjaan Pintu Panil Kaca 3.1.12.4.1 Kosen Kayu Klas i 3.1.12.4.2 Pintu Type 4
M3 M2
0.47 16.80
3,490,600 388,275
1,626,620 6,523,020
3.1.12.4.3 Pas. Kaca Mati 5 mm 3.1.12.4.4 Engsel
M2 Bh
8.80 6.00
152,853 27,620
1,345,105 165,718
3.1.12.4.5 Grendel 3.1.12.4.6 Kunci Pintu 2x Putar
Bh Bh
4.00 1.00
19,993 112,984
79,971 112,984
3.1.12.5.1 3.1.12.5.2 3.1.12.5.4 3.1.12.5.5
M3 M2 Bh Bh
0.70 3.15 3.00 2.00
3,490,600 388,275 27,620 19,993
2,436,439 1,223,066 82,859 39,986
3.1.12.5.6 Kunci Pintu 2x Putar
Bh
1.00
112,984
112,984
3.1.12.6.1 3.1.12.6.2 3.1.12.6.3 3.1.12.6.4 3.1.12.6.5
Kosen Kayu Klas i Pintu Type 6 Engsel Grendel Kunci Pintu 2x Putar
M3 M2 Bh Bh Bh
0.17 7.88 3.00 2.00 1.00
3,490,600 388,275 27,620 19,993 112,984
609,459 3,057,666 82,859 39,986 112,984
3.1.12.7.1 3.1.12.7.2 3.1.12.7.3 3.1.12.7.4 3.1.12.7.5
Kosen Kayu Klas i Pintu Type 7 Engsel Grendel Kunci Pintu 2x Putar
M3 M2 Bh Bh Bh
0.35 15.75 3.00 2.00 1.00
3,490,600 388,275 27,620 19,993 112,984
1,218,918 6,115,331 82,859 39,986 112,984
3.1.12.8.1 3.1.12.8.2 3.1.12.8.3 3.1.12.8.4 3.1.12.8.5 3.1.12.8.6
Kosen Kayu Klas i Pintu Type 8 Pas. Kaca Mati 5 mm Engsel Grendel Kunci Pintu 2x Putar
M3 M2 Bh Bh Bh Bh
0.30 9.45 1.68 3.00 2.00 1.00
3,490,600 388,275 152,853 27,620 19,993 112,984
1,033,218 3,669,199 257,251 82,859 39,986 112,984
3.1.12.9.1 Kosen Kayu Klas i 3.1.12.9.2 Pintu Type 9
M3 M2
0.04 1.58
3,490,600 388,275
122,171 611,533
3.1.12.9.4 Engsel 3.1.12.9.5 Grendel
Bh Bh
3.00 2.00
27,620 19,993
82,859 39,986
3.1.12.9.6 Kunci Pintu 2x Putar
Bh
1.00
112,984
112,984
2,063,700 101,750 22,370 7,414
3,308,111 62,555,900 1,324,304 889,620
Kosen Kayu Klas i Pintu Type 5 Engsel Grendel
3.1.13 Pekerjaan Plafond
M3 M2 M2 M'
1.60 614.80 59.20 120.00
3.2.1 Cat Tembok
M2
1,180.22
4,876
5,754,753
3.2.2 Cat Kayu
M2
62.64
41,813
2,619,163
3.1.1.3.1 Rangka Plafond 3.1.1.3.2 Gygsum 3.1.1.3.3 Tripleks 3 mm 3.1.1.3.4 List Profil PEKERJAAN FINISHING
3.2 Pengecetan
MEKANIKAL DAN ELEKTRIKAL 3.3
INSTALASI LISTRIK 3.3.1 Instalasi Listrik Utama 3.3.1.1 Pekerjaan Kabel Feeder 3.3.1.1.1 Kabel NYFGBY (4 50 ) mm2
M'
25.00
4,750
118,750
3.3.1.1.2 Kabel NYY 4 x 16 mm2 3.3.1.1.3 Kabel NYY 4 x 10 mm2
M' M'
15.00 10.00
18,500 4,250
277,500 42,500
3.3.1.1.4 Kabel NYM 3 x 4 mm2
M'
30.00
3,470
104,100
Unit
1.00
160,000
160,000
3.3.1.2 Pekerjaan Kabel Panel 3.3.1.1.2 Panel Distribusi Utama (MDP)
3.3.2
Instalasi Listrik Lt. Dasar 3.3.2.1 Pekerjaan Penel Lt. Dasar
Unit
1.00
25,000
25,000
3.3.2.2 Instalasi Listrik Lengkap Kabel, Conduit &Acc 3.3.2.2.1 Titik Lampu
Ttk
35.00
115,550
4,044,250
1
3.4
2
3.4.1
3.6
3.9
6=5x4
75.00
2,500
187,500 -
Instalasi Telepon Lt. Dasar
Ttk
9.00
115,550
1,039,950
Ttk
11.00
115,550
1,271,050
Ttk
7.00
115,550
808,850
M' bh
110.00 1.00
17,000 65,000
1,870,000 65,000
Instalasi Lt. Dasar 3.7.2.1 Pipa PVC dia 1 1/2" (wavin) 3.7.2.2 Pipa dia 1/2" (wavin) 3.7.2.3 Fitting dan acsesories serta material bantu
M' M' Bh
46.00 15.00 26.00
7,000 2,500 1,500
322,000 37,500 39,000
INSTALASI AIR KOTOR 3.8.1 Instalasi Lt. Dasar 3.8.1.1 Pipa PVC dia 1 1/2" (wavin) 3.8.1.2 Pipa PVC dia 3" (wavin) 3.8.1.3 Pipa dia 1/2" (wavin) 3.8.1.4 Fitting dan acsesories serta material bantu
M' M' M' bh
18.00 36.00 12.00 6.00
7,000 17,000 2,500 1,500
126,000 612,000 30,000 9,000
INSTALASI AIR HUJAN 3.9.1 Pipa PVC dia 3" (Wavin) 3.9.2 Fitiing dan acsesories 3.9.3 Floor Drain
M' Ls Bh
104.00 1.00 26.00
17,000 100,000 25,000
1,768,000 100,000 650,000
Bh Bh
24.00 4.00 27.00 18.00 21.00 4.00 1.00 17.00 18.00 12.00 1.00
45,000 75,000 34,500 27,000 24,000 82,500 14,500 14,300 19,650 80,000 25,000
1,080,000 300,000
4.62 0.11 0.11 0.16 2.28 0.47 25.00 70.00 7.00 2.00 2.00
16,670 54,248 80,900 2,455,721 395,064 50,000
77,065 6,130
INSTALASI HVAC 3.5.1 Lantai Dasar 3.5.1.1 Instalasi AC SOUND SYSTEM Lantai 1 3.6.1.1 Instalasi sound system lengkap kebal conduit + Acc
INSTALASI AIR BERSIH 3.7.1 Instalasi Utama 3.7.1.1 Pipa PVC dia 3" 3.7.1.2 valve dia 1,5" 3.7.2
3.8
5
M'
3.6.1
3.7
4
Instalasi Telepon Utama 3.4.1.1 Kabel ITC 10 x 2 x 0,6 mm2 + Conduit dari TB Telepon ke Key Telepon
3.4.2 3.5
3
INSTALASI TELEPON
FIXTURE, EQUIPMENT 4.1
FIXTURE 4.1.1 Armature 4.1.1.1
4.1.2
Sanitary 4.1.2.1
Lantai Dasar 4.1.1.1.1 Lampu TL 2 x 18 Watt (Philip) 4.1.1.1.2 Baret 20 Watt 4.1.1.1.3 Neon Lilin 18 Watt 4.1.1.1.4 Down Light 32 Watt (Philip) 4.1.1.1.5 Down Light 15 Watt (Philip) 4.1.1.1.6 Lampu Taman GL 18 Watt (Philip) 4.1.1.1.7 Stop kontak 4.1.1.1.8 Saklar Tunggal 4.1.1.1.9 Saklar Seri 4.1.1.1.10 Baret 32 Watt 4.1.1.1.11 Panel
Bh Bh Bh Bh Bh Bh Bh Bh Bh
931,500 486,000 504,000 330,000 14,500 243,100 353,700 960,000 25,000
Lantai Dasar 4.1.2. 1.1 Galian Tanah 4.1.2. 1.2 Urugan Pasir 4.1.2. 1.3 Kerikil 4.1.2. 1.4 Beton 4.1.2. 1. 5 Pas. Batu Transram 1 : 2 4.1.2. 1. 6 Pas. Batu Koral 4.1.2. 1. 7 Lapisan Ijuk 4.1.2. 1. 8 Pek. Pipa PVC Dia 3"
4.1.2.1. 9 Closet duduk lengkap 4.1.2.1.10 Closet Jongkok 4.1.2.1.11 Wastafel
M3 M3 M3 M3 M3 M3 Kg M' Bh Bh Bh
17,000 1,050,000 165,000 170,000
9,142 388,004 899,165 23,400 1,190,000 7,350,000 330,000 340,000
4.1.2.1.12 4.1.2.1.13 4.1.2.1.14 4.1.2.1.15
Kra Kamar Mandi Jet Washer Urinoir Kaca Cermin
1
2
4.1.3
4.2
Bh Bh
3
10.00 8.00 7.00 2.00
4
10,000 35,000 160,500 42,500
5
100,000 280,000 1,123,500 85,000
6=5x4
Sound System Lantai Dasar 4.1.3.1
4.1.3.1.1 4.1.3.1.2 4.1.3.1.3 4.1.3.1.4 4.1.4
Bh Bh
137,500 548,000 254,000 125,000
1,925,000 3,288,000 508,000
Bh
14.00 6.00 2.00 7.00
Bh
8.00
100,000
800,000
Lantai Dasar 4.2.1.1 Pas. AC 1,0 PK
Unit
7.00
2,993,000
20,951,000
4.2.1.2 4.2.1.3
Unit Unit
6.00 6.00
4,122,000 4,600,000
24,732,000 27,600,000
2,455,721 2,455,721
123,535,020 59,767,326
Telepon 4.1.4.1
Celling Speaker Wall mount Speaker 25 watt Toa Speaker 25 Watt Potentiope
Lantai Dasar 4.1.4.1.1 Pesawat Telepon Direct
Bh Bh Bh
875,000
EQUIPMENT 4.2.1
Pas. AC 1,5 PK Pas. AC 2,0 PK
4 PEKERJAAN STRUKTUR LANTAI SATU 4.1 ELEVASI 4,5 S/D Atap 4.1.1 Kolom & Pilar 4.1.1.1 Kolom K.225 3.1.1.2 Pillar K.225
M3 M3
4.1.2 Ring Balok 4.1.2.1 Cor Beton K.225
M3
17.82
2,455,721
43,760,939
M3
141.76
2,455,721
348,111,519
920 2,944 14,720 9,568 1,425 83,559
176,640 100,008 51,519,706 5,909,580 5,867,609 8,430,261
4.1.3 Overstek beton dibawah Atap 4.1.3.1 Cor Beton K. 225 4.1.4 Dinding 4.1.4.1 Pas. Batu Merah 1/2 bt 4.1.4.2 Pas. Trasram Batu Merah 1/2 bt 4.1.4.3 Plesteran Camp. 1 : 2 4.1.4.4 Plesteran Camp. 1 : 4 4.1.4.5 Acian Dinding 4.1.4.6 Pas. Kramik Dinding (WC) 20/20 Cm
M3 M3 M2 M2 M2 M2
50.31 24.34
192.00 33.97 3,499.98 617.64 4,117.62 100.89
4.1.5 Lantai Satu 4.1.5.1 Pas. Kramik 40 x 40
M2
760.00
98,009
74,486,793
4.1.5.2 Pas. Kramik 20 x 20
M2
49.20
83,559
4,111,100
4.1.6 Pekerjaan Jendela 3.1.6.1 3.1.6.2 3.1.6.3
Pas. Jendela Rangka Alumunium Type -01 Pas. Jendela Rangka Alumunium Type -02 Pas. Jendela Rangka Alumunium Type -03
Bh Bh Bh
2.00 25.00 2.00
1,159,740 2,350,080 926,798
2,319,480 58,752,000 1,853,595
3.1.6.4 Pas. Jendela Rangka Alumunium Type -04 4.1.7 Pekerjaan Pintu 4.1.7.1 Pas. Pintu Kosen Aluminium Type -1 4.1.7.2 Pas. Pintu Kosen Aluminium Type -2 4.1.7.3 Pas. Pintu Kosen Aluminium Type -3
Bh
1.00
5,049,000
5,049,000
Bh Bh Bh
1.00 2.000
5,049,000 5,049,000
5,049,000 10,098,000
Pekerjaan Pintu Panil Kaca 4.1.7.4.1.1 Kosen Kayu Klas i 4.1.7.4.1.2 Pintu Type 4
M3 M2
0.746 26.880
3,490,600 388,275
2,602,591 10,436,832
4.1.7.4.1.3 4.1.7.4.1.4 4.1.7.4.1.5 4.1.7.4.1.6
Pas. Kaca Mati 5 mm Engsel Grendel Kunci Pintu 2x Putar
M2 Bh Bh Bh
15.840 6.000 4.000 1.000
152,853 27,620 19,993 112,984
2,421,188 165,718 79,971 112,984
4.1.7.4.2.1 4.1.7.4.2.2 4.1.7.4.2.3 4.1.7.4.2.4
Kosen Kayu Klas i Pintu Type 5 Engsel Grendel
M3 M2 Bh Bh
2.094 9.450 3.000 2.000
3,490,600 388,275 27,620 19,993
7,309,316 3,669,199 82,859 39,986
4.1.7.4.2.5 Kunci Pintu 2x Putar
Bh
1.000
112,984
112,984
4.1.7.4.3.1 Kosen Kayu Klas i 4.1.7.4.3.2 Pintu Type 6
M3 M2
0.105 4.725
3,490,600 388,275
365,466 1,834,599
4.1.7.4.3.3 Engsel 4.1.7.4.3.4 Grendel
Bh Bh
3.000 2.000
27,620 19,993
82,859 39,986
4.1.7.4.3.5 Kunci Pintu 2x Putar
Bh
1.000
112,984
112,984
4.1.7.4.4.1 Kosen Kayu Klas i 4.1.7.4.4.2 Pintu Type 7
M3 M2
0.419 18.900
3,490,600 388,275
1,461,863 7,338,398
4.1.7.4
4.1.7.4.4.3 Engsel 4.1.7.4.4.4 Grendel 4.1.7.4.4.5 Kunci Pintu 2x Putar
Bh Bh Bh
3.000 2.000 1.000
27,620 19,993 112,984
82,859 39,986 112,984
4.1.7.4.5.1 Kosen Kayu Klas i 4.1.7.4.5.2 Pintu Type 8
M3 M2
0.049 1.575
3,490,600 388,275
172,087 611,533
4.1.7.4.5.3 Pas. Kaca Mati 5 mm
M2
0.41
152,853
63,052
4.1.7.4.5.4 Engsel 4.1.7.4.5.5 Grendel
Bh Bh
3.00 2.00
27,620 19,993
82,859 39,986
1.00
112,984
4.1.7.4.5.6 Kunci Pintu 2x Putar 1
2
Bh 3
4
5
112,984 6=5x4
4.1.8 Pekerjaan Kuda-Kuda 4.1.8.1 Kuda-kuda Kayu Type KK-01 4.1.8.1.1 Kayu Klas 1 4.1.8.1.2 Baut Sambungan
M3
4.1.8.2 Kuda-kuda Kayu Type KK-01 4.1.8.2.1 Kayu Klas 1 4.1.8.2.2 Baut Sambungan
M3
Bh
Bh
4.1.8.3 Kuda-kuda Kayu Type KK-03 4.1.8.3.1 Kayu Klas 1
M3
4.1.8.3.2 Baut Sambungan 4.1.8.3.3 Plat Penyambung
Bh M'
4.1.8.4 Kuda-kuda Kayu Type KK-04 4.1.8.4.1 Kayu Klas 1 4.1.8.4.2 Baut Sambungan 4.1.8.4.3 Plat Penyambung
M3
4.1.8.5 Kuda-kuda Kayu Type KK-05 4.1.8.5.1 Kayu Klas 1 4.1.8.5.2 Baut Sambungan 4.1.8.5.3 Plat Penyambung
M3
Bh Bh M
Bh Bh
3.147 32.00
3,801,020 16,000
11,961,810 512,000
0.77 26.00
3,801,020 16,000
2,907,780 416,000
1.77 44.00 1.00
3,801,020 16,000 65,500
6,708,800
0.44 22.00 1.00
3,801,020 16,000 65,500
1,664,847 352,000 65,500
0.32 22.00
3,801,020 16,000
704,000 65,500
M'
1.00
65,500
1,201,122 352,000 65,500
M3
0.37 32.00 1.00
3,801,020 16,000 65,500
1,406,377 512,000 65,500
1.50 5.00
3,801,020 16,000
5,716,734 80,000
Bh
0.22 5.00
3,801,020 16,000
828,622 80,000
4.1.8.9 Gording 6/12 Cm 4.1.8.9.1 Gording Kayu Klas II
M3
7.65
3,801,020
29,093,007
4.1.8.10 Kasau 5/7 Cm 4.1.8.10.1 Kaso Klas II
M3
3.05
3,801,020
11,600,713
4.1.8.11 Reng 2/3 Cm 4.1.8.11.1 Reng Klas II
M3
2.55
3,801,020
9,696,402
4.1.8.12 Balok Bumbungan 6/12 Cm 4.1.8.12.1 Balok Klas 1
M3
0.43
3,801,020
1,626,837
M2
69.96
162,529
11,370,501
M2 M'
1,250.83 59.50
63,022 20,491
78,829,308 1,219,209
M3 M2 M2 M'
1.85 810.80 0.00 120.00
2,063,700 101,750 22,370 7,414
3,817,845 82,498,900 889,620
M2 M2
4,117.62 65.74
4,876 41,813
20,077,515 2,748,783
4.1.8.6 Kuda-kuda Kayu Type KK-06 4.1.8.6.1 Kayu Klas 1 4.1.8.6.2 Baut Sambungan 4.1.8.6.3 Plat Penyambung
Bh M'
4.1.8.7 Kuda-kuda Kayu Type KK-07 4.1.8.7.1 Kayu Klas 1 4.1.8.7.2 Baut Sambungan
M3
4.1.8.8 Kuda-kuda Kayu Type KK-08 4.1.8.8.1 Kayu Klas 1 4.1.8.8.2 Baut Sambungan
M3
4.1.8.13 Lisplank 4.1.8.13.1 Lisplank kayu 4.1.9 Pekerjaan Atap 4.1.9.1 Atap Genteng Metal Roof 4.1.9.2 Nok Atap Genteng 4.1.10 Pekerjaan Plafond 4.1.10.1 Rangka Plafond 4.1.10.2 Gypsum 4.1.10.3 Tripleks 3 mm 4.1.10.4 List Profil
Bh
5 PEKERJAAN FINISHING
5.1 Pengecetan 5.1.1 Cat Tembok 5.1.2 Cat Kayu 6 MEKANIKAL DAN ELEKTRIKAL 6.1
INSTALASI LISTRIK 6.1.1 Instalasi Listrik Utama
6.1.1.1 Pekerjaan Kabel Feeder 6.1.1.1.1 Kabel NYFGBY (4 50 ) mm2
M'
20.00
4,750
95,000
M' M' M'
15.00 10.00 20.00
18,500 4,250 3,470
277,500 42,500 69,400
6.1.1.2 Pekerjaan Kabel Panel 6.1.1.1.2 Panel Distribusi Utama (MDP)
Unit
1.00
160,000
160,000
Instalasi Listrik Lt. 1 6.1.2.1 Pekerjaan Penel Lt. 1
Unit
1.00
25,000
25,000
6.1.2.2 Instalasi Listrik Lengkap Kabel, Conduit &Acc 6.1.2.2.1 Titik Lampu
Ttk
36.00
115,550
4,159,800
6.1.1.1.2 Kabel NYY 4 x 16 mm2 6.1.1.1.3 Kabel NYY 4 x 10 mm2 6.1.1.1.4 Kabel NYM 3 x 4 mm2
6.1.2
1
6.2
6.3
2
3
4
5
6=5x4
INSTALASI PENANGKAL PETIR 6.2.1 Elektroda Penangkap
Unit
7.00
40,000
280,000
6.2.2 6.2.3 6.2.4
Unit M' Unit
2.00 50.00 1.00
32,000 6,500 115,550
64,000 325,000 115,550
M'
86.00
2,500
215,000
Elektroda Pentanahan BC 16mm Instalasi Pengkal Petir
INSTALASI TELEPON 6.3.1 Instalasi Telepon Utama
6.3.2
6.3.1.1 Kabel ITC 10 x 2 x 0,6 mm2 + Conduit dari TB Telepon ke Key Telepon Instalasi Telepon Lt. 1
Ttk
8.00
115,550
924,400
6.4
INSTALASI HVAC 6.4.1 Lantai 1 6.4.1.1 Instalasi AC
Ttk
13.00
115,550
1,502,150
6.5
SOUND SYSTEM 6.5.1 Lantai 1 6.5.1.1 Instalasi sound system lengkap kebal conduit + Acc
Ttk
9.00
25,000
225,000
INSTALASI AIR BERSIH 6.6.1 Instalasi Lantai Atap 6.6.1.1 Tangki Fiber kapasitas 1,5 m3 (excel) 6.6.1.2 Pipa PVC dia 1,5" 6.6.1.3 Stop valve dia 1,5"
bh M' bh
4.00 4.00 1.00
600,000 7,000 65,000
2,400,000 28,000 65,000
M' M' M'
114.00 46.00 20.00
7,000 9,000 2,500
798,000 414,000 50,000
6.7.1.1 Pipa PVC dia 1 1/2" (wavin) 6.7.1.2 Pipa PVC dia 3" (wavin)
M' M'
25.00 46.00
7,000 9,000
175,000 414,000
6.7.1.3 Pipa dia 1/2" (wavin) 6.7.1.4 Fitting dan acsesories serta material bantu
M' bh
18.00 10.00
2,500 1,500
45,000 15,000
M' Ls Bh
351.00 1.00 26.00
9,000 100,000 25,000
3,159,000 100,000 650,000
Bh Bh Bh Bh Bh Bh Bh Bh Bh
26.00 18.00 13.00 17.00 1.00 21.00 15.00 14.00 1.00
45,000 34,500 24,000 27,000 14,500 14,300 19,650 80,000 25,000
1,170,000 621,000 312,000 459,000 14,500 300,300 294,750 1,120,000 25,000.00
Bh Bh Bh
92.00 8.00 5.00
17,000 1,050,000 170,000
1,564,000 8,400,000 850,000
6.6
6.6.2
6.7
6.8
Instalasi Lt. 1 6.6.2.1 Pipa PVC dia 1 1/2" (wavin) 6.6.2.2 Pipa PVC dia 3" (wavin) 6.6.2.3 Pipa dia 1/2" (wavin)
INSTALASI AIR KOTOR 6.7.1 Instalasi Lt. 1
INSTALASI AIR HUJAN 6.8.1 Pipa PVC dia 3" (Wavin) 6.8.2 Fitiing dan acsesories 6.8.3 Floor Drain
7 FIXTURE, EQUIPMENT 7.1
FIXTURE 7.1.1 Armature 7.1.1.1
7.1.2
Sanitary 7.1.2.1
Lantai 1 7.1.1.1.1 7.1.1.1.2 7.1.1.1.3 7.1.1.1.4 7.1.1.1.5 7.1.1.1.6 7.1.1.1.7 7.1.1.1.8 7.1.1.1.9
Lampu TL 2 x 18 Watt (Philip) Neon Lilin 15 Watt Down Light 32 Watt (Philip) Down Light 15 Watt (Philip) Stop kontak Saklar Tunggal Saklar Seri Baret 32 Watt Panel
Lantai 1 7.1.2.1. 1 Pek. Pipa PVC Dia 3"
7.1.2.1. 2 Closet duduk lengkap 7.1.2.1. 3 Wastafel
7.1.2.1. 7.1.2.1. 7.1.2.1. 7.1.2.1. 7.1.3
4 5 6 7
Telepon 7.1.4.1
Ceiling Speaker Wall mount Speaker 25 watt Toa Speaker 25 watt Potentiope
Lantai 1 7.1.4.1.1 Pesawat Telepon Direct
1
7.2
Bh Bh Bh Bh
10.00 9.00 5.00 4.00
10,000 35,000 160,500 42,500
100,000 315,000 802,500
Bh Bh Bh Bh
17.00 6.00 2.00 9.00
137,500 548,000 254,000 125,000
2,337,500 3,288,000 508,000 1,125,000
Bh
8.00
100,000
800,000
Sound System Lantai 1 7.1.3.1
7.1.3.1.1 7.1.3.1.2 7.1.3.1.3 7.1.3.1.4 7.1.4
Kran Kamar Mandi Jet Washer Urinoir Kaca Cermin
2
3
4
5
6=5x4
EQUIPMENT 7.2.1
Lantai 1 7.2.1.1 7.2.1.2
Pompa Air (20 Head) Pas. AC 1,0 PK Pas. AC 1,5 PK Pas. AC 2,0 PK
Unit Unit Unit Unit
4.00 9.00 7.00 7.00
375,000 2,993,000 4,122,000 4,600,000
1,500,000 26,937,000 28,854,000 32,200,000
M3 M3 M3 M2 M2 M3
29.00 28.15 20.40 121.00 95.00 38.00
16,670 395,064 54,248 21,302 35,963 51,068
483,430 11,121,038 1,106,659 2,577,563 3,416,461 1,940,584
8 LANDSCAPE 8.1 Drainase dan Lantai depan Teras 8.1.1 Galian tanah 8.1.2 Pas. Batu Bata 8.1.3 Urugan pasir 8.1.4 Plesteran 8.1.5 Paving Blok 8.1.6 Timbunan Tanah
TOTAL BIAYA LANTAI DASAR + LANTAI SATU
TOTAL HARGA ( Rp. ) 7
22,700,000
15,000,000
1,589,286,302
34,692,983
329,472,889
229,477,258
168,285,614
123,535,020
141,730,496
53,227,742
19,897,437
86,169,641
92,420,292
160,498,227
7
65,706,615
56,402,309
68,077,935
8,373,916 8,373,916
13,707,950 4,772,100
7
1,227,450
1,271,050
808,850
2,333,500
777,000
2,518,000
98,108,205 24,825,205
7
39.47
73,283,000
1,210,359,110
183,302,345
43,760,939 348,111,519 72,003,803
78,597,892
67,974,075
54,735,111
7
99,053,553
80,048,516
87,206,365
Gygsum 22,826,298 22,826,298
16,793,300 4,829,200
M2 M2 M'
7
784,550
1,139,400
1,502,150
225,000
3,755,000
649,000
3,909,000
113,897,550 24,406,550
7
89,491,000
20,645,735
2,837,345,412
102.200 450.000 552.200
15.00
20.00 300.00 44.4 266.4 566.400
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.A1
1 M3 Galian Tanah 0.7500
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
0.0250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
920.00
= Rp.
16,670.00 21,000.00
An.A2
15,750.00
1 M3 Galian Tanah Keras ( Balincong ) 1.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
0.0330
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
1,214.40
= Rp.
22,214.40
An.A18
1 M3 Urugan Pasir 1.2000
M3
Pasir Urug
@ Rp.
39,650.00
= Rp.
47,580.00
0.3000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
6,300.00
0.0100
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
368.00
= Rp.
54,248.00 6,300.00
An.A19
1 M3 Urugan Tanah Galian 0.3000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
0.0100
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
368.00
= Rp.
6,668.00
An.A19
1 M3 Timbunan Tanah Pilihan 1.2000
M3
Tanah Timbunan
@ Rp.
37,000.00
= Rp.
44,400.00
0.3000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
6,300.00
0.0100
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
368.00
= Rp.
51,068.00
An.G1
1 M3 Pasangan Batu Kosong 1.2000
M3
Batu Kali
@ Rp.
68,300.00
= Rp.
81,960.00
5.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
105,000.00
0.2500
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
9,200.00
= Rp.
196,160.00
An.G32f
1 M3 Pasangan Pondasi Campuran 1 : 1/2 : 5 1.2000
M3
Batu Kali
@ Rp.
68,300.00
= Rp.
81,960.00
2.5600
Zak
Semen
@ Rp.
25,225.00
= Rp.
64,576.00
0.0510
Zak
Kapur
@ Rp.
4,950.00
= Rp.
252.45
0.5090 1.2000
M3 org/hr
Pasir Pasangan Tukang Batu
@ Rp. @ Rp.
50,000.00 31,500.00
= Rp. = Rp.
25,450.00 37,800.00
0.1200
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
4,416.00
3.6000 0.1800
org/hr org/hr
Pekerja Mandor
@ Rp. @ Rp.
21,000.00 36,800.00
= Rp. = Rp.
75,600.00 6,624.00
= Rp.
296,678.45
An.G32h
1 M3 Pasangan Pondasi Campuran 1 : 4 1.2000
M3
Batu Kali
@ Rp.
68,300.00
= Rp.
81,960.00
3.2600
Zak
Semen
@ Rp.
25,225.00
= Rp.
82,233.50
0.5220
M3
Pasir Pasangan
@ Rp.
52,500.00
= Rp.
27,405.00
1.2000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
37,800.00
0.1200
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
4,416.00
3.6000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
75,600.00
0.1800
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
6,624.00
= Rp.
316,038.50
An.G33h
1 M3 Pasangan Batu Merah Campuran 1 : 4 450.0000
Bh
Batu Merah
@ Rp.
260.00
= Rp.
117,000.00
2.5300
Zak
Semen
@ Rp.
25,225.00
= Rp.
63,819.25
0.4060
M3
Pasir Ayak Untuk Beton
@ Rp.
52,500.00
= Rp.
21,315.00
1.5000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
47,250.00
0.1500
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
5,520.00
4.5000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
94,500.00
0.2250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
8,280.00
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
= Rp.
364404696.xls
357,684.25
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.G331
1 M3 Pasangan Transram Batu Merah Campuran 1 : 2 450.0000
Bh
Batu Merah
@ Rp.
260.00
= Rp.
117,000.00
4.1200
Zak
Semen
@ Rp.
25,225.00
= Rp.
103,927.00
0.3330
M3
Pasir Ayak Untuk Beton
@ Rp.
52,500.00
= Rp.
17,482.50
1.5000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
47,250.00
0.1500
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
5,520.00
4.5000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
94,500.00
0.2550
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
9,384.00
= Rp.
395,063.50
3,531.50
An.G50h
1 M2 Plasteran Transram 1 : 2 tebal 10 mm 0.1400
Zak
Semen
@ Rp.
25,225.00
= Rp.
0.0114
M3
Pasir Ayak Untuk Beton
@ Rp.
52,500.00
= Rp.
598.50
0.1500
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
4,725.00
0.0150
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
552.00
0.4000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
8,400.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
736.00
= Rp.
18,543.00
An.G50i
1 M2 Plasteran Campuran 1 : 3 tebal 15 mm 0.1630
Zak
Semen
@ Rp.
25,225.00
= Rp.
4,111.68
0.0194
M3
Pasir Ayak Untuk Beton
@ Rp.
52,500.00
= Rp.
1,018.50
0.2000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
6,300.00
0.0200
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
736.00
0.4000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
8,400.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp. = Rp.
736.00 21,302.18
0.0680
Zak
Semen
@ Rp.
25,225.00
= Rp.
1,715.30
0.0014
M3
Pasir Ayak Untuk Beton
@ Rp.
52,500.00
= Rp.
73.50
0.0136
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
428.40
0.1500
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
5,520.00
0.4000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
8,400.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
736.00
= Rp.
16,873.20
2,724.30
An.G50o
1 M2 Plasteran Campuran 1 : 1/2 : 5 tebal 10 mm
An.G50j
1 M2 Plasteran Campuran 1 : 3 tebal 10 mm 0.1080
Zak
Semen
@ Rp.
25,225.00
= Rp.
0.0130
M3
Pasir Ayak Untuk Beton
@ Rp.
52,500.00
= Rp.
682.50
0.1500
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
4,725.00
0.0150
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
552.00
0.4000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
8,400.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
736.00
= Rp.
17,819.80
An.G sub
1 M2 Pekerjaan Plamur Dinding 0.1250
Kg
Plamur
@ Rp.
7,500.00
= Rp.
937.50
0.2500
org/hr
Tukang Cat
@ Rp.
31,500.00
= Rp.
7,875.00
0.0200
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
736.00
0.2500
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
5,250.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
736.00
= Rp.
15,534.50
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.G sub
1 M2 Pekerjaan Plamur Plafond 0.1250
Kg
Plamur
@ Rp.
7,500.00
= Rp.
937.50
4.0000
mtr
Plaster Plafond
@ Rp.
2,500.00
= Rp.
10,000.00
0.2500
org/hr
Tukang Cat
@ Rp.
31,500.00
= Rp.
7,875.00
0.0200
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
736.00
0.2500
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
5,250.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
736.00
= Rp.
25,534.50
84,000.00
An.G44
1 M3 Beton Campuran 1 : 3 : 6 ( Rabat Beton ) 1.0000
M3
Batu Pecah/Kerikil
@ Rp.
84,000.00
= Rp.
0.5000
M3
Pasir Ayak Untuk Beton
@ Rp.
52,500.00
= Rp.
26,250.00
4.2400
Zak
Semen
@ Rp.
25,225.00
= Rp.
106,954.00
0.5000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
15,750.00
0.0500
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
1,840.00
6.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
126,000.00
0.3000
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
11,040.00
= Rp.
371,834.00
An.G44
1 M3 Beton Campuran 1 : 3 : 6 (Rabat Beton) 4.2400
Zak
Semen
@ Rp.
25,225.00
= Rp.
106,954.00
1.0000
m3
Batu Pecah 1 s/d 2 Cm
@ Rp.
102,400.00
= Rp.
102,400.00
0.5000
m3
Pasir Beton
@ Rp.
52,500.00
= Rp.
26,250.00
0.5000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
15,750.00
0.0500
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
1,840.00
6.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
126,000.00
0.3000
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
11,040.00
= Rp.
390,234.00
28,350.00
An.SPL.V
1 M3 Beton Campuran 1 : 2 : 3 Pekerjaan Beton 0.5400
m3
Pasir Beton
@ Rp.
52,500.00
= Rp.
0.8200
m3
Batu Pecah 2 - 3 cm
@ Rp.
84,000.00
= Rp.
68,880.00
8.5000
Zak
Semen
@ Rp.
25,225.00
= Rp.
214,412.50 31,500.00
1.0000
org/hr
Tukang
@ Rp.
31,500.00
= Rp.
0.1000
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
3,680.00
6.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
126,000.00
0.3000
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
11,040.00
= Rp.
483,862.50
PEKERJAAN PEMBESIAN 9.0000
org/hr
Tukang
@ Rp.
31,500.00
= Rp.
283,500.00
3.0000
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
110,400.00
9.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
189,000.00 629,750.00
110.0000
Kg
Besi Tulangan
@ Rp.
5,725.00
= Rp.
2.0000
Kg
Kawat
@ Rp.
4,725.00
= Rp.
9,450.00
= Rp.
1,222,100.00
47,250.00
PEKERJAAN CETAKAN 1.5000
org/hr
Tukang
@ Rp.
31,500.00
= Rp.
0.0150
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
552.00
4.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
84,000.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
736.00
0.4000
Kg
Kayu Cetakan
@ Rp.
1,521,800.00
= Rp.
608,720.00
1.0000
Kg
Paku
@ Rp.
8,500.00
= Rp.
8,500.00 749,758.00
Jumlah 1 m3 Beton Bertulang Campuran 1 : 2 : 3
364404696.xls
= Rp.
2,455,720.50
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.SPL.Va
1 m3 LANTAI BETON BERTULANG
Pekerjaan Beton 0.5400
m3
Pasir Beton
@ Rp.
52,500.00
= Rp.
0.8200
m3
Batu Pecah 2 - 3 cm
@ Rp.
84,000.00
= Rp.
28,350.00 68,880.00
6.8000
Zak
Semen Tonasa
@ Rp.
25,225.00
= Rp.
171,530.00
2.0000
org/hr
Tukang
@ Rp.
31,500.00
= Rp.
63,000.00
6.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
126,000.00
0.3000
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
11,040.00
= Rp.
468,800.00
251,900.00
PEKERJAAN PEMBESIAN 44.0000
Kg
Besi Tulangan
@ Rp.
5,725.00
= Rp.
0.8000
Kg
Kawat
@ Rp.
4,725.00
= Rp.
3,780.00
= Rp.
255,680.00
47,250.00
PEKERJAAN CETAKAN 1.5000
org/hr
Tukang
@ Rp.
31,500.00
= Rp.
0.0273
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
1,003.06
4.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
84,000.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
736.00
0.4000
Kg
Kayu Cetakan
@ Rp.
1,521,800.00
= Rp.
608,720.00
1.0000
Kg
Paku
@ Rp.
8,500.00
= Rp.
8,500.00 750,209.06
Jumlah 1 m3 Lantai Beton Bertulang An.F26
= Rp.
1,474,689.06
1 M3 Pekerjaan Kosen 1.0000
m3
Kayu Klas I (Bayam)
@ Rp.
2,521,800.00
= Rp.
2,521,800.00
20.0000
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
630,000.00
3.0000
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
110,400.00
10.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
210,000.00
0.5000
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
18,400.00
= Rp.
3,490,600.00
An.F22
1 M3 Pekerjaan Kuda-kuda/Gording Kayu Klas I 1.1000
m3
Kayu Klas I (Bayam)
@ Rp.
2,521,800.00
= Rp.
2,773,980.00
24.0000
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
756,000.00
2.4000
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
88,320.00
8.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
168,000.00
0.4000
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
14,720.00
= Rp.
3,801,020.00
An.F22b
1 M3 Pekerjaan Kuda-kuda/Gording Kayu Klas II 1.1000
m3
Kayu Klas II
@ Rp.
1,421,800.00
= Rp.
1,563,980.00
24.0000
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
756,000.00
2.4000
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
88,320.00
8.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
168,000.00
0.4000
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
14,720.00
= Rp.
2,591,020.00
116,219.40
An.F.21
1 M2 Memasang Listplank tebal 2 cm 0.0330
m3
Papan Kayu Klas I
@ Rp.
3,521,800.00
= Rp.
0.1000
Kg
Paku
@ Rp.
8,500.00
= Rp.
850.00
0.8000
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
25,200.00
0.0800
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
2,944.00
0.8000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
16,800.00
0.0140
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
515.20
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
= Rp.
364404696.xls
162,528.60
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.F.30 1 M2 Pintu Panil / Jendela 0.0350
m3
Kayu Klas I
@ Rp.
3,521,800.00
= Rp.
123,263.00
4.0000
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
126,000.00
0.4000
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
14,720.00
1.3000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
27,300.00
0.0650
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
2,392.00
= Rp.
293,675.00
An.F.34 1 M2 Pekerjaan Pintu / Jendela Jalusi 0.0400
m3
Kayu Klas I
@ Rp.
3,521,800.00
= Rp.
140,872.00
9.0000
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
283,500.00
0.9000
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
33,120.00
3.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
63,000.00
0.1500
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
5,520.00
= Rp.
526,012.00
An. 1 1 bh Pasang Kunci Tanam Biasa 1.0000
bh
Kunci Tanam
@ Rp.
95,000.00
= Rp.
95,000.00
0.5000
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
15,750.00
0.0500
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
1,840.00
0.0100
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
210.00
0.0050
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
184.00
= Rp.
112,984.00
An. 2 1 bh Pasang Engsel Pintu 1.0000
bh
Engsel
@ Rp.
22,000.00
= Rp.
22,000.00
0.1500
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
4,725.00
0.0150
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
552.00
0.0150
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
315.00
0.0008
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
27.60
= Rp.
27,619.60
An. 3 1 bh Pasang Kunci Slot/Grendel 1.0000
bh
Grendel
@ Rp.
12,500.00
= Rp.
12,500.00
0.2000
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
6,300.00
0.0200
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
736.00
0.0200
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
420.00
0.0010
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
36.80
= Rp.
19,992.80
An.G.53a
10 M2 MENGECAT TEMBOK BARU 3 Kali Olah 1.2500
Kg
Cat Tembok Avitex
@ Rp.
9,500.00
= Rp.
11,875.00
0.7500
org/hr
Tukang Cat
@ Rp.
31,500.00
= Rp.
23,625.00
0.0750
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
2,760.00
0.5000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
10,500.00 48,760.00
Untuk 1 m2 = K.31a
Rp
4,876.00
1 m2 Mengecet Atap 2 Kali Olah 0.1750
Kg
Cat Meni
@ Rp.
23,100.00
= Rp.
0.0500
Ltr
Minyak Cat
@ Rp.
19,500.00
= Rp.
4,042.50 975.00 1,575.00
0.0500
org/hr
Tukang Cat
@ Rp.
31,500.00
= Rp.
0.0150
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
552.00
0.0500
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
1,050.00
0.0150
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
552.00
= Rp.
8,746.50
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
K.31 1 m2 Mengecet Besi 2 Kali Olah 0.1750
Kg
Cat Avian
@ Rp.
26,500.00
= Rp.
0.0500
Ltr
Minyak Cat
@ Rp.
19,500.00
= Rp.
4,637.50 975.00 1,575.00
0.0500
org/hr
Tukang Cat
@ Rp.
31,500.00
= Rp.
0.0150
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
552.00
0.0500
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
1,050.00
0.0150
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
552.00
= Rp.
9,341.50
K. 9+23 1 m2 Mengecet Kayu 3 Kali Olah 0.4250
Kg
Cat Avian
@ Rp.
26,500.00
= Rp.
11,262.50
0.0575
Ltr
Minyak Cat
@ Rp.
19,500.00
= Rp.
1,121.25
0.0800
Kg
Dempul
@ Rp.
14,850.00
= Rp.
1,188.00
0.3400
org/hr
Tukang Cat
@ Rp.
31,500.00
= Rp.
10,710.00
0.0340
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
1,251.20
0.6000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
12,600.00
0.1000
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
3,680.00
= Rp.
41,812.95
K. 18 1 m2 Mengecet Menie 1.2000
Kg
Cat menei
@ Rp.
19,500.00
= Rp.
23,400.00
0.7500
org/hr
Tukang Cat
@ Rp.
36,800.00
= Rp.
27,600.00
0.0750
org/hr
Kepala Tukang
@ Rp.
21,000.00
= Rp.
1,575.00
0.5000
org/hr
Pekerja
@ Rp.
36,800.00
= Rp.
18,400.00
0.0250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
920.00
= Rp.
71,895.00
Supl List 1 Titik UPAH MEMASANG INSTALASI LISTRIK 1.5000
org/hr
Tukang Listrik
@ Rp.
31,500.00
= Rp.
47,250.00
0.5000
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
18,400.00
1.5000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
31,500.00
0.5000
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
18,400.00
= Rp.
115,550.00
10,780.00
An. SPL.VII 1 m2 Plafond Triples 3 mm 0.3500
lbr
Tripleks
@ Rp.
30,800.00
= Rp.
0.0200
kg
Paku
@ Rp.
8,500.00
= Rp.
170.00
0.5000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
10,500.00
0.0250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
920.00
= Rp.
22,370.00
An.F.1 1 M3 Rangka Plafond 1.0000
m3
Kayu Kelas II
@ Rp.
1,421,800.00
= Rp.
1,421,800.00
15.0000
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
472,500.00
1.5000
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
55,200.00
5.0000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
105,000.00
0.2500
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
9,200.00
= Rp.
2,063,700.00
5,500.00
An.F,1a 1 M' List Frofil Plafond ( t = 4 x 4 cm ) 1.0000
m3
List Profil
@ Rp.
5,500.00
= Rp.
0.0150
org/hr
Paku
@ Rp.
8,500.00
= Rp.
127.50
0.0500
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
1,050.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
736.00
= Rp.
7,413.50
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.F36 1 M2 Pasangan Kaca Mati 3 mm 1.0000
m2
Kaca Ryben 3 mm
@ Rp.
100,100.00
= Rp.
100,100.00
0.0040
org/hr
Papan (kayu bayam)
@ Rp.
3,521,800.00
= Rp.
14,087.20
0.4000
org/hr
Tukang
@ Rp.
31,500.00
= Rp.
12,600.00
0.0360
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
1,324.80
0.1200
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
2,520.00
0.0060
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
220.80
= Rp.
130,852.80
An.F36 1 M2 Pasangan Kaca Mati 5 mm 1.0000
m2
Kaca Ryben 5 mm
@ Rp.
122,100.00
= Rp.
122,100.00
0.0040
org/hr
Papan (kayu bayam)
@ Rp.
3,521,800.00
= Rp.
14,087.20
0.4000
org/hr
Tukang
@ Rp.
31,500.00
= Rp.
12,600.00
0.0360
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
1,324.80
0.1200
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
2,520.00
0.0060
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
220.80
= Rp.
152,852.80
1M2 Pintu / Jendela Panil Kaca Type 4,5,6,7,8 &9 0.035
m3
Kayu Klas 1
@ Rp.
3,521,800.0
Rp.
1.000
m2
Kaca
@ Rp.
94,600.0
Rp.
123,263 94,600
4.000
Org/hr
Tukang Kayu
@ Rp.
31,500.0
Rp.
126,000
0.4000
Org/hr
Kepala Tukang
@ Rp.
36,800
Rp.
14,720
1.3000
Org/hr
Pekerja
@ Rp.
21,000
Rp.
27,300
0.0650
Org/hr
Mandor
@ Rp.
36,800
Rp.
2,392
Rp.
388,275.00
Sup.III 1 m2 PEMASANGAN PAVING BLOCK ( Beton Cetak ) Tebal = 8 Cm 50.000
Bh
Paving Block
@ Rp.
450.0
Rp.
22,500
0.0350
m3
Pasir
@ Rp.
39,650
Rp.
1,388
0.0500
Org/hr
Tukang Batu
@ Rp.
31,500
Rp.
1,575
0.5000
Org/hr
Pekerja
@ Rp.
21,000
Rp.
10,500
Rp.
35,962.75
Sup 10 m2 ACIAN TEMBOK 0.0300
zak
Semen ( 40 Kg )
@ Rp.
25,225
Rp.
757
0.0530
m3
Pasir Pasangan
@ Rp.
50,000
Rp.
2,650
0.0500
Org/hr
Tukang Batu
@ Rp.
31,500
Rp.
1,575
5.0000
Org/hr
Kepala Tukang
@ Rp.
36,800
Rp.
184,000
0.4250
Org/hr
Pekerja
@ Rp.
21,000
Rp.
8,925
0.8500
Org/hr
Mandor
@ Rp.
36,800
Rp.
31,280
Rp.
229,187
Rp.
22,919
untuk 1m2 1 m2 BAKESTING 0.0400
lbr
Triplex
@ Rp.
30,800
Rp.
0.4000
Kg
Paku
@ Rp.
8,500
Rp.
0.5000
Org/hr
Tukang Batu
@ Rp.
31,500
Rp.
15,750
0.0500
Org/hr
Kepala Tukang
@ Rp.
36,800
Rp.
1,840
0.2000
Org/hr
Pekerja
@ Rp.
21,000
Rp.
4,200
0.0100
Org/hr
Mandor
@ Rp.
36,800
Rp.
368
Rp.
26,790
364404696.xls
1232 3400
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
SPL.VI
1 m2 Plafond Tripleks ( Tebal 3 mm ) 1.0000
lbr
Tripleks
@ Rp.
30,800.00
= Rp.
0.0200
kg
Paku
@ Rp.
8,500.00
= Rp.
30,800.00 170.00
0.1500
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
4,725.00
0.0150
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
552.00
0.5000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
10,500.00
0.0250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
920.00
= Rp.
47,667.00
58,000.00
An. H2a 1 M2 Pekerjaan Atap Metal Roof 1.0000
M2
Genteng Metal Roof
@ Rp.
58,000.00
= Rp.
0.0200
Kg
Paku
@ Rp.
8,500.00
= Rp.
170.00
0.0600
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
1,890.00
0.0060
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
220.80
0.1200
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
2,520.00
0.0060
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
220.80
= Rp.
63,021.60
An. J.4 1M2 Pekerjaan Lapisan Atap 1.0500
M2
Karet Lapisan Genteng
@ Rp.
6,000.00
= Rp.
6,300.00
0.0100
org/hr
Tukang
@ Rp.
31,500.00
= Rp.
315.00
0.0200
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
736.00
0.0500
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
1,050.00
= Rp.
8,401.00
An. J.4 1M' Memasang Bumbung Atap Genteng Metal 1.0000
M'
Bumbungan
@ Rp.
17,500.00
= Rp.
17,500.00
6.0000
Bh
Paku
@ Rp.
200.00
= Rp.
1,200.00
0.0250
org/hr
Tukang Kayu
@ Rp.
31,500.00
= Rp.
787.50
0.0030
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
110.40
0.0250
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
525.00
0.0100
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
368.00
= Rp.
20,490.90
1 M2 Memasang Tegel Keramik 20/20 1.0000
dos
Tegel Keramik Warna 20 x 20 cm @ Rp.
27,500.00
= Rp.
27,500.00
0.0300
m3
Pasir Pasangan
@ Rp.
50,000.00
= Rp.
1,500.00
0.0200
Zak
Semen (40 kg)
@ Rp.
25,225.00
= Rp.
504.50
0.2500
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
7,875.00
0.0250
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
920.00
0.6000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
12,600.00
0.0250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
920.00
= Rp.
51,819.50
An.SPL.III
1 M2 Memasang Tegel Keramik 30/30 1.0000
dos
Tegel Keramik Putih 30 x 30 cm
@ Rp.
25,000.00
= Rp.
25,000.00
0.0300
m3
Pasir Pasangan
@ Rp.
50,000.00
= Rp.
1,500.00
0.0170
Zak
Semen
@ Rp.
25,225.00
= Rp.
428.83
0.3110
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
9,796.50
0.0311
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
1,144.48
0.6250
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
13,125.00
0.0310
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
1,140.80
= Rp.
52,135.61
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
An.SPL.III 1 M2 Memasang Tegel Keramik 40/40 1.0000
m2
Tegel Keramik Putih 40 x 40 cm
@ Rp.
43,000.00
= Rp.
0.1175
m3
Semen PC
@ Rp.
25,225.00
= Rp.
2,963.94
0.8000
Zak
Semen Warna
@ Rp.
21,600.00
= Rp.
17,280.00
0.0285
org/hr
Pasir Pasangan
@ Rp.
50,000.00
= Rp.
1,425.00
0.5000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
15,750.00
0.0250
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
920.00
0.7500
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
15,750.00
0.0250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
920.00
= Rp.
98,008.94
An.SPL.III
43,000.00
1 M2 Memasang Tegel Keramik 60/60 1.0000
dos
Tegel Keramik Motif 60 x 60 cm
@ Rp.
118,000.00
= Rp.
118,000.00
0.0300
m3
Semen PC
@ Rp.
25,225.00
= Rp.
756.75
0.0170
Zak
Semen Warna
@ Rp.
21,600.00
= Rp.
367.20
0.0285
org/hr
Pasir Pasangan
@ Rp.
50,000.00
= Rp.
1,425.00
0.3110
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
9,796.50
0.0311
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
1,144.48
0.6250
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
13,125.00
0.0310
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
1,140.80
= Rp.
145,755.73
An.SPL.III
1 M2 Pasangan Lantai Keramik Pecah 1.0000
m2
Tegel Keramik Pecah
@ Rp.
0.1175
m3
Semen PC
@ Rp.
25,225.00
= Rp.
2,963.94
0.8000
Zak
Semen Warna
@ Rp.
21,600.00
= Rp.
17,280.00
0.0285
org/hr
Pasir Pasangan
@ Rp.
50,000.00
= Rp.
1,425.00
0.7000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
22,050.00
0.0250
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
920.00
0.5000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
10,500.00
0.0250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
920.00
= Rp.
56,058.94
27,500.00
An.SPL.III
= Rp.
-
1 M2 Pasangan Dinding Keramik 20/20 1.0000
m2
Tegel Keramik 20/20
@ Rp.
27,500.00
= Rp.
0.1175
m3
Semen PC
@ Rp.
25,225.00
= Rp.
2,963.94
0.8000
Zak
Semen Warna
@ Rp.
21,600.00
= Rp.
17,280.00
0.0285
org/hr
Pasir Pasangan
@ Rp.
50,000.00
= Rp.
1,425.00
0.7000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
22,050.00
0.0250
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
920.00
0.5000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
10,500.00
0.0250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
920.00
= Rp.
83,558.94 29,000.00
An.SPL.III
1 M2 Pasangan Keramik Tangga 1.0000
m2
Tegel Keramik 30/30
@ Rp.
29,000.00
= Rp.
0.1175
m3
Semen PC
@ Rp.
25,225.00
= Rp.
2,963.94
0.8000
Zak
Semen Warna
@ Rp.
21,600.00
= Rp.
17,280.00
0.0285
org/hr
Pasir Pasangan
@ Rp.
50,000.00
= Rp.
1,425.00
0.7000
org/hr
Tukang Batu
@ Rp.
31,500.00
= Rp.
22,050.00
0.0250
org/hr
Kepala Tukang
@ Rp.
36,800.00
= Rp.
920.00
0.5000
org/hr
Pekerja
@ Rp.
21,000.00
= Rp.
10,500.00
0.0250
org/hr
Mandor
@ Rp.
36,800.00
= Rp.
920.00
= Rp.
85,058.94
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
7,492.80
364404696.xls
ANALISA HARGA SATUAN REHABILITASI GEDUNG DPRD KAB. ENREKANG TA. 2005
364404696.xls
DAFTAR HARGA MATERIAL DAN UPAH NO
JENIS MATERIAL
SAT
HARGA WILALYAH KEC. ENREKANG
UPAH KERJA 1
Pekerja
org/hr
21,000.00
2
Mandor
org/hr
36,800.00
3
Kepala Tukang
org/hr
36,800.00
4
Tukang
org/hr
31,500.00
5
Mandor Lapangan
org/hr
36,800.00
6
Mekanik
org/hr
42,000.00
7
Mekanik Pembantu
org/hr
36,800.00
8
Operator Terampil
org/hr
36,800.00
9
Operator Semi Terampil
org/hr
31,500.00
10
Pembantu Operator
org/hr
26,300.00
11
Sopir Truk
org/hr
36,800.00
12
Sopir Personil
org/hr
36,800.00
13
Pembantu Sopir
org/hr
31,500.00
14
Buruh Tak terlatih
org/hr
16,800.00
15
Buruh Semi Terlatih
org/hr
18,400.00
16
Buruh Terlatih
org/hr
21,000.00
AGREGAT HALUS : 1
Pasir urug / Pasir Timbun
M3
39,650.00
2
Pasir pasang/kali
M3
50,000.00
3
Pasir beton
M3
52,500.00
4
Sirtu
M3
39,500.00
5
Kerikil
M3
80,900.00
6
Tanah Timbunan
M3
37,000.00
7
Tanah liat
M3
20,000.00
AGREGAT KASAR : 8
Batu kali
M3
68,300.00
9
Batu Gunung
M3
73,500.00
10
Batu Karang Putih/B. Gunung
M3
50,000.00
11
Chipping 1-2
M3
102,400.00
12
Batu split 2-3
M3
84,000.00
13
Batu belah
M3
73,500.00
14 15
Batu Bata Kapur
Bh Zak
260.00 4,950.00
SEMEN: 1
Semen Tonasa @ 50 Kg
Zak
31,950.00
Semen Tonasa @ 40 Kg
Zak
25,225.00
2
Semen Bosowa @ 50 Kg
Zak
29,950.00
3
Semen Putih 40 Kg
Zak
21,600.00
4
Semen PC
Tong
KAYU: Kayu kelas I : 1
Kayu Balok
M3
2,521,800.00
2
Kayu Papan
M3
3,521,800.00
Kayu kelas II : 5
Kayu Balok
M3
1,421,800.00
6
Kayu Papan
M3
1,521,800.00
7
Kayu Prancah
M3
1,021,800.00
KAYU LAPIS : 1
Kalsboard
Lbr
27,500.00
2
Tripleks 3 mm
Lbr
30,800.00
3
Tripleks 4 mm
Lbr
42,500.00
4
Tripleks 6 mm
Lbr
61,600.00
5
Tripleks 9 mm
Lbr
82,500.00
6
Tripleks 12 mm
Lbr
75,000.00
M2
101,750.00
1 1
GYPSUM Gypsum + Ranka Plafond (Terpasang)
LIST PROFIL ; 1
Covecornice
M'
7,500.00
2
List Profil - K1 A
M'
6,500.00
3
List Profil - T-11
M'
5,000.00
4
List Profil - 7 cm
M'
6,500.00
5
List Profil - 5 cm
M'
5,500.00
6
Plint 10 cm
M'
3,500.00
7
Plint 7 cm
M'
3,000.00
8
Lambresering 9 cm Meranti
M'
3,500.00
9
Lambresering 9 cm Agatis
M'
4,000.00
PAKU: 1
Paku
Kg
8,500.00
2
Paku Seng
Kg
9,500.00
3
Paku Beton 2, 3, 4 cm
Dos
10,000.00
4
Paku Beton 5, 7, 10 cm
Dos
10,000.00
Paku Metal Roof
Bh
200.00
SENG: 1
Seng BJLS 18 (BWG 34)
Lbr/6
30,085.00
2
Seng BJLS 0.2 (BWG 34)
Lbr/6
31,625.00
3
Seng BJLS 0.3 (BWG 32)
Lbr/6
33,440.00
4
Seng BJLS 0.35 (BWG 28)
Lbr/6
41,085.00
PEKERJAAN BAJA : BAUT : 1
Baut
bh
16,000.00
2
Besi Dynabolt 16 x 85
bh
1,750.00
3
Besi Dynabolt 16 x 11
bh
2,600.00
4
Besi Dynabolt 12 x 100
bh
1,500.00
5
Baut Seng 1/2 x 5/8"
bh
10,000.00
BOR: 1
GSB 16 RE
unit
600,000.00
2
Mata Bor Beton/Masonry Drill bit
pcs
9,000.00
3
Masonry Drill dia. 16
pcs
50,000.00
4
Masonry Drill dia. 12
pcs
20,000.00
BESI: 1
Besi beton
Kg
5,725.00
2
Besi Plat 4 x 8 x 6 mm
M'
65,500.00
11
Besi Plat 4 x 8 x 10 mm
Btg
663,000.00
12
Besi Siku 40 x 4 mm
Btg
25,000.00
12
Besi Siku 50 x 50 x 5 mm
Btg
55,000.00
12
Besi Siku 60 x 6
Btg
90,000.00
KERAMIK : ASIA TILE : 1
Keramik Dinding 20 x 25 (warna tua)
Boks
38,000.00
2
Keramik Dinding 20 x 25 (warna muda)
Boks
41,000.00
3
Keramik Lantai 20 x 20
Boks
27,500.00
4
Keramik Lantai 20 x 20
Boks
32,000.00
5
Keramik Lantai 20 x 20
Boks
39,000.00
6
Keramik Lantai 30 x 30
Boks
24,000.00
7
Keramik Lantai 30 x 30
Boks
25,000.00
8
Keramik Lantai 30 x 30
Boks
26,000.00
9
Keramik Lantai 30 x 30
Boks
32,000.00
ROMAN / ROYAL : 1
Keramik Lantai 20 x 20
Boks
27,500.00
2
Keramik Lantai 20 x 20
Boks
29,500.00
3
Keramik Lantai Roman 30 x 30 (warna muda)
Boks
28,500.00
4
Keramik Lantai Royal 30 x 30 (warna muda)
Boks
31,500.00
5
Keramik Lantai Royal 30 x 30 (warna tua)
Boks
37,000.00
6
Keramik Lantai Royal 40 x 40 (warna muda)
Boks
40,000.00
7
Keramik Lantai Royal 40 x 40 (warna tua)
Boks
43,000.00
1
Keramik Lantai 30 x 30 Motif
M2
29,500.00
2
Keramik Lantai 30 x 30 Polos Warna
M2
27,000.00
3
Keramik Lantai 40 x 40 Motif
M2
31,000.00
4
Keramik Lantai 40 x 40 Polos Warna
M2
27,500.00
5
Keramik Lantai 30 x 30 Putih Standard
M2
24,000.00
6
Keramik Lantai 40 x 40 Putih Standard
M2
26,000.00
7
Keramik Dinding 20 x 20 Motif
M2
31,000.00
8
Keramik Dinding 20 x 20 Polos Warna
M2
29,000.00
9
Keramik Dinding 20 x 25 Motif
M2
32,000.00
10
Keramik Dinding 20 x 25 Polos Warna
M2
30,000.00
11
Keramik Dinding 20 x 20 Putih Standard
M2
27,500.00
12
Keramik Dinding 20 x 25 Putih Standard
M2
27,500.00
13
Keramik Teras (Rock) 20 x 20 Standard
M2
25,500.00
14
Keramik Teras (Rock) 30 x 30 Standard
M2
29,000.00
15
Keramik Teras 40 x 40 Standard
M2
30,000.00
16
Semen warna
Kg
1,500.00
1
3 mm Panasap (Bening)
M2
77,000.00
2
5 mm Panasap (Bening)
M2
94,600.00
3
3 mm Polos Asahi Mas (Ryben)
M2
100,100.00
4
5 mm Polos Asahi Mas (Ryben)
M2
122,100.00
5
3 mm Polos Utama (Buram)
M2
101,200.00
6
5 mm Polos Utama (Buram)
M2
140,250.00
7
Kaca nako 6 Mata
Set
102,971.00
8
Kaca nako 7 Mata
Set
111,458.00
Genteng Metal Zincalume Kasar Multi Roof Genteng Metal Zincalume Polos Multi Roof Genteng Metal Zincalume Kasar Surya Roof Genteng Metal Zincalume Polos Surya Roof Bumbungan Metal Roof Genteng Metal Zincalume Polos Mega Roof Paku Asbes Karet Pelapis Genteng
M2 M2 M2 M2 M' M2 Kg M2
69,000.00 59,000.00 58,000.00 51,000.00 17,500.00 33,750.00 15,000.00 6,000.00
KACA:
GENTENG : 1 2 3 4 5 6 7 8
LANDSCAPE :
PAVING : 1
Paving Block 6 cm (50 bj/M2)
M2
18,000.00
2
Paving Block 8 cm (50 bj/M2)
bh
450.00
PLUMBING : PIPA : 1
Pipa PVC 1"
M
5,000.00
2
Pipa PVC 11/2"
M
7,000.00
3
Pipa PVC 2"
M
9,000.00
4
Pipa PVC 3"
M
17,000.00
5
Pipa PVC 1/2"
M'
2,500.00
6
Pipa PVC 5/8"
Btg
4,600.00
7
Pipa GIP 3"
Btg
484,000.00
8
Pipa GIP 2"
Btg
226,600.00
9
Pipa GIP 1 1/2"
Btg
85,000.00
10
Pipa GIP 1"
Btg
125,620.00
11
Pipa GIP 1/2"
Btg
35,000.00
TANGKI AIR : 1
TA. Stainless Kap. 1 m3
(Maspion)
Bh
1,250,000.00
2
TA. Stainless Kap. 1/2 m3
(Maspion)
Bh
850,000.00
3
TA. Fiberglass Kap. 1 m3
(Grand)
Bh
560,000.00
4
TA. Fiberglass Kap. 1/2 m3 (Excel)
Bh
600,000.00
PINTU & JENDELA : JENDELA KOSEN ALUMINIUM 1
Type - 01, Jendela Alumunium Lengkap (Terpasang)
set
1,159,740.00
2
Type - 02, Jendela Alumunium Lengkap (Terpasang)
set
2,350,080.00
3
Type - 03, Jendela Alumunium Lengkap (Terpasang)
set
926,797.50
4
Type - 04, Jendela Alumunium Lengkap (Terpasang)
set
523,260.00
PINTU KOSEN ALUMINIUM 1
Type 01 Pintu Alumunium Lengkap (Terpasang)
set
5,049,000.00
2
Type 02 Pintu Alumunium Lengkap (Terpasang)
set
4,819,500.00
3
Type 03 Pintu Alumunium Lengkap (Terpasang)
set
5,049,000.00
KUNCI PINTU : 1
JS
2
Vanessa
Type Js 8816
set
95,000.00
Type SES 4683
set
375,000.00
3
Sess
set
350,000.00
4
Kunci Tanam 2x Putar
Bh
35,000.00
Type 7936
5
Sess
Type 20801
set
750,000.00
KUNCI LACI / LEMARI : 1
Kunci Laci Alpha
set
5,500.00
2
Kunci Laci S M W
set
5,000.00
3
Kunci Laci S I S
set
10,000.00
4
Kunci Lemari 808
set
5,500.00
ENGSEL PINTU : 1
Merk SESS 4 x 3
set
85,000.00
2
Merk Cavel 4 x PR
set
50,000.00
3
Merk UNO 4 x 3
set
40,000.00
ENGSEL JENDELA : 1
Merk Borsalino 3 x 3
set
30,000.00
2
Merk Cavel 3 x 3
set
40,000.00
3
Merk SS 3 x 2,5
set
10,000.00
4
Merk Hinges 3 x 2,5
set
5,000.00
5
Hak Angin
bh
6,600.00
7
Slot Jendela
bh
GRENDEL : 2
Ses
(Stainless) Pintu
4
Grendel Biasa Jendela
set
40,000.00
Bh
12,500.00
SANITARY : KLOSET : 1
Kloset duduk standard (Toto)
Bh
1,050,000.00
2
Kloset duduk Premium (Toto)
Bh
1,150,000.00
3
Kloset duduk Kharisma (KIA)
Bh
1,495,000.00
4
Kloset jongkok standard (TOTO)
Bh
165,000.00
5
Kloset jongkok Premium (Toto)
Bh
115,000.00
6
Kloset Granada Putih
Bh
750,000.00
7
Urinoir standar
Bh
160,500.00
8
Jet shower PVC Exel
Bh
35,000.00
9
Kaca Cermin
Bh
42,500.00
Wastafel standard (Toto)
Bh
170,000.00
Wastafel Studio 50/Wh. Grey
Bh
120,000.00
Countertop Randalupe (KIA)
Bh
0.00
Countertop Aqualupe (KIA)
Bh
0.00
Bh
75,000.00
WASHTAFEL :
KRAN : 1
Kran Wall Shower Itap Putar
2
Kran Wastafel F. 10
Bh
65,000.00
3
Kran Tembok CNN
Bh
10,000.00
4
Kran Kodok Wastafel
( San-Ei )
Bh
120,000.00
5
Kran Leher Angsa
( San-Ei )
Bh
160,000.00
6
Kran Kamar Mandi
( San-Ei )
Bh
10,000.00
7
Kran Double/Jet Washer
( San-Ei )
Bh
160,000.00
8
Kran Taman
Bh
65,000.00
14
Stop Valve 1,5" (Kitz)
Bh
65,000.00
Bh
25,000.00
Bh
104,000.00
Bh
32,500.00
Bh
30,000.00
( San-Ei )
SARINGAN : 1
Floor Strainer Heins
2
Floor Drain
( Toto)
SIFON : 1
Sifon ATR Viega
KLEP : 1
Klep Berdiri 1/2 kitz
CAT TEMBOK : 1
Aries Putih (5 ltr)
klg
12,500.00
2
Cat Dasar/Undercoat Mowilex
Ltr
18,400.00
3
Cat Weather Coat Mowilex
Ltr
34,800.00
4
Cat Tembok Dalam Mowilex
Ltr
21,200.00
5
Cat Tembok Metrolite
Kg
8,000.00
6
Cat Tembok Metrolite
Kg
9,500.00
7
Cat warna hitam
Kg
22,750.00
8
Cat Vinotex Hitam 5 kg
klg
20,000.00
CAT BESI / KAYU : 1
Cat Calton 9931
klg
15,000.00
2
Seyiv 1/2 duco No. 437
klg
22,500.00
3
Avian No. 190
1 kg
klg
26,500.00
4
Avian No. 192
1 kg
klg
26,500.00
5
Avian No. 194
1 kg
klg
26,500.00
6
Avian No. 466
1 kg
klg
26,500.00
7
Avian No. 735
1 kg
klg
26,500.00
8
Avian Kayu N0. 735
klg
21,000.00
9
Avian Super White
klg
21,000.00
klg
25,000.00
galon
52,000.00
10 Cat Dico "Susuki" Hitam Buram CAT GENTENG : 1
Aga No. 019
2
Aga Cat Genteng Orange 4 kg
klg
50,000.00
3
Aga No. 119 4 kg
klg
50,000.00
4
SIIP Cat Genteng No. 15 5 kg
klg
45,000.00
MENIE, KOLTER, PLAMUR, DLL. 1
Plitur
Btl
24,000.00
2
Kolter
Ltr
1,750.00
3
Menie Kayu
Kg
19,500.00
4
Menie Besi
Ltr
5,000.00
5
Plamur Tembok
Kg
7,500.00
6
Pylox
klg
12,000.00
THINNER : 1
Thinner A
Ltr
4,500.00
2
Thinner Super
Ltr
6,000.00
KAPUR, SEMEN : 1
Kapur
zak
4,950.00
2
Semen Putih
zak
44,000.00
DEMPUL : 1
Dempul Kayu
Kg
14,850.00
2
Dempul Isamu 1 kg
klg
15,000.00
WATERPROOF 1
Waterproof Superflex Lantai
M2
30,000.00
2
Waterproof Superflex Dinding
M2
25,000.00
3
Waterproof Multiguard
M2
30,000.00
4
Waterproof Aquaseal
Kg
23,000.00
5
Waterproof Ultraproof
Kg
0.00
6
Waterproof Seal On
Kg
0.00
KABEL : 4
Kabel Telepon
mtr
2,500.00
5
Kabel NYFGBY (4 50 ) mm2
mtr
4,750.00
6
Kabel NYM 2 x 2.5
mtr
2,100.00
7
Kabel NYM 2 x 2,5 Eterna
mtr
1,860.00
8
Kabel NYM 3 x 2.5 Eterna
mtr
2,250.00
9
Kabel NYM 3 x 4 Eterna
mtr
3,470.00
10 Kabel NYY 4 x 16
mtr
18,500.00
11 Kabel NYY 4 x 10 mm
mtr
4,250.00
PIPA : 1
Pipa PVC 20 mm
btg
5,500.00
2
Pipa 3/4
btg
6,500.00
3
Fleksibel
mtr
3,500.00
4
Pipa Clipsal 20 mm
btg
5,500.00
5
L Bow 3/4
bh
1,500.00
6
Klem Kabel Clipsal 20 mm
bh
450.00
7
Sok/Sambungan Clipsal
bh
1,500.00
8
Tedos Clipsal
bh
4,000.00
9
Inbow Dos Decker
bh
1,500.00
10 Tedos 3/4
bh
1,500.00
11 Dos Inbow Asli
bh
1,200.00
LAMPU : 1
Neon Lilin 18 Watt Philips
bh
34,500.00
2
Down Light Besar
bh
27,000.00
3
Down Light Sedang
bh
24,000.00
4
Lampu TL 5 Watt
bh
30,000.00
5
Lampu TL 18 Watt
bh
45,000.00
6
Fitting Merkuri 250 watt
bh
22,500.00
7
Lampu Merkuri Philips 250 watt (utk jalan)
set
550,000.00
8
Lampu Taman Bulat Philips
set
82,500.00
9
Lampu Baret 32 Watt
bh
80,000.00
bh
75,000.00
18 Lampu Dinding Setengah Lingkaran 19 Lampu Baret 20 Watt
75,000.00
Sambungan
bh
1,500.00
Fitting
bh
1,500.00
Kayu Roset
bh
150.00
MCB 16 grup MG asli
bh
25,000.00
MCB 10 grup MG asli
bh
25,000.00
Sisir MCB Legrand
bh
17,000.00
Boks MCB 4 grup IB
bh
10,000.00
Boks MCB Plastik Grup MCB Asli
set
435,000.00
PANEL :
1 2 3 4 5 6 7
MCB 63 Amp MG Panel Distribusi Utama
bh
135,000.00
1.00
160,000.00
PENANGKAL PETIR : 1
Elektroda Penangkap
1.00
40,000.00
2
Elektroda Pertanahan
1.00
32,000.00
M'
6,500.00
bh
6,000.00
3 BC 16 mm
SAKLAR :
1 Engkel IB
2 Stop Kontak 16 AMP 3 Saklar Seri
bh
14,500.00
bh
19,650.00
4 Saklar Tunggal 5 Stop Arde + Tedos OB
bh
14,300.00
bh
14,500.00
6 Steker Arde
bh
4,500.00
7 Engkel IB Makel
bh
6,000.00
8 Kabel Arde
mtr
6,250.00
9 Saklar Engkel + Tedos
set
19,600.00
bh
12,500.00
Fischer dgn mor 58
biji
500.00
Fischer 6
dos
3,000.00
Fischer 12
dos
4,000.00
Baut Seng 1/4
gros
33,000.00
Mata Bor
bh
12,000.00
Klem BC
bh
750.00
Alat Bantu
Set
35,000.00
Air Conditioner (AC) 1,0 PK (Sharf)
Unit
2,993,000.00
Air Conditioner (AC) 1,5 PK (Sharf)
Unit
4,122,000.00
Air Conditioner (AC) 2,0 PK (Sharf)
Unit
4,600,000.00
Ceiling Speaker
Unit
137,500.00
Wall Mount Speaker 20 Watt
Unit
548,000.00
Speaker Toa 25 Watt
Unit
254,000.00
Pontentiope
Unit
125,000.00
Pesawat Telepon
Bh
100,000.00
Mic Merek CAROL (tanpa kabel)
bh
1,100,000.00
Mic ZM 260 (kabel)
bh
110,000.00
Bh
375,000.00
Set
7,000,000.00
10 Dora Dos MUR & BAUT :
1 2 3 5 6 7 8
SOUND SYSTEM, TELEPON & AC
1 2 3 4 5 6 7 8 9 10
POMPA AIR & GENSET
1 Pompa air Nasional 2 Genset + Kabel FASILITAS KANTOR 1
Meja Kerja 1/2 Biro (Adinda)
bh
950,000.00
2
Meja Kerja 1 Biro (Adinda)
bh
1,400,000.00
3
Kursi Hadap (ISABEL)
bh
350,000.00
4
Kursi Susun (ISABEL)
bh
210,000.00
5
Kursi Lipat (CITOSE)
bh
250,000.00
6
Kursi Tamu (HOCK)
set
3,000,000.00
2556
864000
10,916.67