lakbok
DESCRIPTION
lakbokTRANSCRIPT
Pilih nama Kota atau Kabupaten pada kotak di bawah ini
NAMA KOTA/KABUPATEN:
Kabupaten Ciamis
UNIT KERJA:
KPKNL Tasikmalaya
Lokasi : Kabupaten Ciamis
KPKNL : KPKNL Tasikmalaya
Wilayah : Kanwil Bandung
A. Daftar Harga Bahan Bangunan
Nama Barang Sat Volume Sifat Rp Keterangan
A B C D E F G
1 Acetyline U.Pek.Besi/Baja tbg 1.00 Spesifik 150,000
2 Aditif Harcol kg 1.00 Spesifik 26,000
3 Akustik lbr 1.00 Spesifik 84,000
4 Amplas Besi lbr 1.00 Tidak 2,500
5 Amplas Kayu lbr 1.00 Tidak 2,500
6 Asbes Gelombang/Asbes Genteng lbr 1.00 Tidak 25,000
7 Aspal Hotmix 1.00 Spesifik 1,500,000
8 Aspal Cair drum 1.00 Spesifik 1,105,000
9 Bambu btg 1.00 Tidak 7,000
10 Bataco PC bh 1.00 Tidak 2,350
11 Bataco Tras bh 1.00 Tidak 1,500
12 Batu Bata bh 1.00 Tidak 450
13 Batu Kali/Belah 1.00 Tidak 110,000
14 Batu Koral 1.00 Tidak 103,500
15 Batu Split 1.00 Tidak 145,000
16 Batu Tempel 1.00 Tidak 93,000
17 Baut Aisan Kap kg 1.00 Tidak 23,000
18 Baut Gording Baja/Besi Kanal C bh 1.00 Tidak 3,000
19 Baut Sekrup dia 3mm-2,5cm bh 1.00 Tidak 380
20 Benang Rami glg 1.00 Tidak 2,500
21 Besi Beton Polos U.24 kg 1.00 Tidak 9,500
22 Besi Beton Ulir U.32 kg 1.00 Tidak 9,000
23 Besi Hollow 2x4x400cm btg 1.00 Spesifik 31,000
24 Besi Hollow 4x4x600cm btg 1.00 Spesifik 51,000
25 Besi Kanal C kg 1.00 Spesifik 10,000
26 Besi Siku kg 1.00 Spesifik 13,500
27 Besi WF kg 1.00 Spesifik 12,500
28 Beton Pra Cetak 1.00 Spesifik 285,000
29 Beton Ready Mix K.175 1.00 Spesifik 405,000
30 Beton Ready Mix K.225 1.00 Spesifik 505,000
31 Box Sikring 2 Group bh 1.00 Tidak 25,500
32 Box Sikring 4 Group bh 1.00 Tidak 35,000
33 Box Sikring 6 Group bh 1.00 Tidak 42,000
34 Box Sikring 8 Group bh 1.00 Tidak 52,500
35 Buis Beton bh 1.00 Tidak 41,000
36 Cat Besi/Kayu kg 1.00 Tidak 37,500
37 Cat Dasar Besi/Kayu (Meni) kg 1.00 Tidak 18,500
38 Cat Dasar Tembok (Plamur) kg 1.00 Tidak 19,000
39 Cat Tembok Dalam kg 1.00 Tidak 19,000
40 Cat Tembok Luar kg 1.00 Tidak 26,000
41 Celcon blok T.10cm bh 1.00 Spesifik 4,500
VERIFIKASI HASIL SURVEY DKPB 2012
m³
m³
m³
m³
m²
m²
m³
m³
42 Celcon blok T.7,5cm bh 1.00 Spesifik 4,500
43 Closet bh 1.00 Tidak 77,000
44 Dolken btg 1.00 Tidak 12,000
45 Eternit/Asbes 1.00 Tidak 15,000
46 Fitting Plafond Lampu bh 1.00 Tidak 7,500
47 Floor Drain bh 1.00 Tidak 15,000
48 Genteng Beton Badan Besar bh 1.00 Tidak 4,200
49 Genteng Beton Badan Sedang bh 1.00 Tidak 4,000
50 Genteng Beton Nok bh 1.00 Tidak 6,000
51 Genteng Keramik Badan bh 1.00 Tidak 5,500
52 Genteng Keramik Nok bh 1.00 Tidak 10,000
53 Genteng Metal 1.00 Tidak 125,000
54 Genteng Tanah Liat Badan bh 1.00 Tidak 1,500
55 Genteng Tanah Liat Nok bh 1.00 Tidak 2,700
56 Granito Lantai 30x30 1.00 Spesifik 160,000
57 Granito Lantai 40x40 1.00 Spesifik 186,000
58 GRC (Papan Fibersemen) 1.00 Tidak 47,000
59 Gypsum Board T.9mm lbr 1.00 Tidak 58,500
60 Injuk Rembean 1.00 Tidak 12,000
61 Kabel NYM 2x1,5 Putih m' 1.00 Tidak 3,000
62 Kabel NYM 2x2,5 Putih m' 1.00 Tidak 4,000
63 Kabel NYM 3x1,5 Putih m' 1.00 Tidak 4,500
64 Kabel NYM 3x2,5 Putih m' 1.00 Tidak 6,600
65 Kabel NYY 3x3,5 Hitam m' 1.00 Tidak 6,000
66 Kabel Toevoer NYM 3x16mm m' 1.00 Tidak 11,000
67 Kaca 1.00 Tidak 48,000
68 Kanstein bh 1.00 Tidak 33,000
69 Kawat BC dia 6mm m' 1.00 Tidak 8,500
70 Kawat Beton kg 1.00 Tidak 18,000
71 Kawat Burung 1.00 Tidak 13,500
72 Kawat Las kg 1.00 Tidak 20,000
73 Kawat Plafond m' 1.00 Tidak 20,000
74 Kayu Kelas I 1.00 Tidak 5,500,000
75 Kayu Kelas II 1.00 Tidak 2,200,000
76 Kayu Kelas III 1.00 Tidak 1,700,000
77 Kayu Kelas IV 1.00 Tidak 1,450,000
78 Keramik Dinding 20x25 KW I 1.00 Tidak 40,000
79 Keramik Dinding 20x25 KW II 1.00 Tidak 35,000
80 Keramik Lantai 30x30 KW I 1.00 Tidak 29,500
81 Keramik Lantai 30x30 KW II 1.00 Tidak 26,000
82 Kitchen Zink bh 1.00 Tidak 166,000
83 Klem Kabel bks 1.00 Tidak 3,500
84 Klem Pipa Listrik bh 1.00 Tidak 800
85 Composit Panel lbr 1.00 Spesifik 117,000
86 Kran Air bh 1.00 Tidak 13,500
87 Kwas Cat bh 1.00 Tidak 8,500
88 Lem PVC tube 1.00 Tidak 6,000
89 List Profil Gypsum 5x5cm btg 1.00 Tidak 17,500
90 List Profil Gypsum 7,5x10cm btg 1.00 Tidak 30,000
91 List Profil Gypsum 7,5x7,5cm btg 1.00 Tidak 28,000
92 List Profil Kayu 3x3cm btg 1.00 Tidak 10,000
m²
m²
m²
m²
m²
m²
m²
m²
m³
m³
m³
m³
m²
m²
m²
m²
93 List Profil Kayu 5x5cm btg 1.00 Tidak 16,000
94 List Profil Kayu 7,5x7,5cm btg 1.00 Tidak 22,000
95 Marmer Lantai 40x40 1.00 Spesifik 100,000
96 Marmer Lantai 40x60 1.00 Spesifik 200,000
97 Mata Bor U.Pek.Besi/Baja bh 1.00 Tidak 20,000
98 Mata Gerinda U.Pek.Besi/Baja bh 1.00 Tidak 21,250
99 MCB Sikring bh 1.00 Tidak 37,500
100 Oksigen U.Pek.Besi/Baja tbg 1.00 Spesifik 78,000
101 Pagar BRC T.120cm pnl 1.00 Spesifik 165,000
102 Pagar BRC T.150cm pnl 1.00 Spesifik 245,000
103 Pagar BRC T.90cm pnl 1.00 Spesifik 195,000
104 Paku 10-12cm kg 1.00 Tidak 12,000
105 Paku 5-7cm kg 1.00 Tidak 12,000
106 Paku Seng kg 1.00 Tidak 21,000
107 Paku Triplex kg 1.00 Tidak 18,000
108 Parket 1.00 Spesifik 151,000
109 Pasir Beton 1.00 Tidak 106,000
110 Pasir Urug 1.00 Tidak 75,000
111 Paving Blok T.6cm 1.00 Tidak 35,000
112 Paving Blok T.8cm 1.00 Tidak 39,500
113 Pintu Pgr BRC Double Gate DG.120 T1 unit 1.00 Spesifik 232,000
114 Pintu Pgr BRC Double Gate DG.175 T1 unit 1.00 Spesifik 255,000
115 Pintu Pgr BRC Double Gate DG.90 T1 unit 1.00 Spesifik 187,000
116 Pipa Flexible Listrik m' 1.00 Tidak 6,500
117 Pipa GIP dia 1/2" btg 1.00 Tidak 50,000
118 Pipa Listrik Clipsal btg 1.00 Tidak 5,000
119 Pipa PVC AW dia 1" btg 1.00 Tidak 27,000
120 Pipa PVC AW dia 1/2" btg 1.00 Tidak 15,500
121 Pipa PVC AW dia 3/4" btg 1.00 Tidak 20,000
122 Pipa PVC Type D dia 1,5" btg 1.00 Tidak 28,000
123 Pipa PVC Type D dia 2" btg 1.00 Tidak 29,000
124 Pipa PVC Type D dia 3" btg 1.00 Tidak 58,000
125 Pipa PVC Type D dia 4" btg 1.00 Tidak 50,000
126 Pipa PVC Type D dia 5" btg 1.00 Tidak 100,000
127 Pipa PVC Type D dia 6" btg 1.00 Tidak 120,000
128 PVC Lembaran m' 1.00 Tidak 26,000
129 Residu Kayu ltr 1.00 Tidak 8,000
130 Roll Cat bh 1.00 Tidak 20,000
131 Saklar Ganda bh 1.00 Tidak 15,000
132 Saklar Hotel bh 1.00 Tidak 19,000
133 Saklar Tunggal bh 1.00 Tidak 14,000
134 Semen PC sak 1.00 Tidak 54,000
135 Semen Pengisi Nat kg 1.00 Tidak 8,000
136 Semen Putih kg 1.00 Tidak 3,000
137 Seng Gelombang BJLS 30 lbr 1.00 Tidak 42,000
138 Seng Plat BJLS 30 m' 1.00 Tidak 35,000
139 Sikat Kawat U.Pek.Besi/Baja bh 1.00 Tidak 7,500
140 Sirap bh 1.00 Spesifik 825
141 Sirtu Gali 1.00 Spesifik 69,000
142 Sok & Knie PVC AW dia 1" bh 1.00 Tidak 3,500
m²
m²
m²
m³
m³
m²
m²
m³
143 Sok & Knie PVC AW dia 1/2" bh 1.00 Tidak 2,000
144 Sok & Knie PVC AW dia 3/4" bh 1.00 Tidak 2,500
145 Sok & Knie PVC D dia 1,5" bh 1.00 Tidak 4,000
146 Sok & Knie PVC D dia 2" bh 1.00 Tidak 4,500
147 Sok & Knie PVC D dia 3" bh 1.00 Tidak 6,000
148 Sok & Knie PVC D dia 4" bh 1.00 Tidak 9,000
149 Sok & Knie PVC D dia 5" bh 1.00 Tidak 17,500
150 Sok & Knie PVC D dia 6" bh 1.00 Tidak 20,000
151 Spandek 1.00 Tidak 65,000
152 Stop Kontak Biasa bh 1.00 Tidak 10,000
153 Stop Kontak Khusus bh 1.00 Tidak 15,500
154 Stop Kran Logam dia 1" bh 1.00 Tidak 35,000
155 Stop Kran Logam dia 1/2" bh 1.00 Tidak 25,000
156 Stop Kran Logam dia 3/4" bh 1.00 Tidak 38,000
157 T Doos Listrik bh 1.00 Tidak 1,500
158 Tanah Urug 1.00 Tidak 40,000
159 Tegel Abu-abu 20 x 20 1.00 Tidak 57,000
160 Terakota 1.00 Spesifik 30,000
161 Teraso 1.00 Tidak 33,000
162 Tiang BRC T.1,20M U.Pgr T.0,90M bh 1.00 Spesifik 93,000
163 Tiang BRC T.1,50M U.Pgr T.1,20M bh 1.00 Spesifik 123,000
164 Tiang BRC T.2,25M U.Pgr T.1,75M bh 1.00 Spesifik 155,000
165 Timah Patri kg 1.00 Spesifik 35,000
166 Triplek 12mm lbr 1.00 Tidak 145,000
167 Triplek 4mm lbr 1.00 Tidak 53,000
168 Triplek 6mm lbr 1.00 Tidak 68,750
169 Triplek 9mm lbr 1.00 Tidak 110,000
170 Vinyl 1.00 Spesifik 75,000
B. Daftar Upah Kerja
No Keahlian Sat Ukuran Upah Ukuran
A B C D E F G
1 Kenek/Laden org 1.00 35,000 8 Jam Kerja
2 Tukang Gali org 1.00 35,000 "
3 Tukang Batu Kasar org 1.00 35,000 "
4 Tukang Batu Halus org 1.00 41,000 "
5 Tukang Besi org 1.00 41,000 "
6 Tukang Kayu Kasar org 1.00 35,000 "
7 Tukang Kayu Halus org 1.00 45,000 "
8 Tukang Cat org 1.00 35,000 "
9 Tukang Pipa org 1.00 40,000 "
10 Tukang Listrik org 1.00 45,000 "
11 Kepala Tukang org 1.00 45,000 "
12 Mandor org 1.00 45,000 "
m²
m³
m²
m²
m²
m²
C. Daftar Harga Sewa Alat
No Nama Barang Sat Ukuran Harga Satuan Kap.Prod Alat
RpA B C D E F G
1 Ember bh 1.00 5,000
2 Pacul bh 1.00 45,000
3 Blencong bh 1.00 50,000
4 Sekop bh 1.00 55,000
5 Pahat Besi bh 1.00 13,000
6 Timbrisan Tanah bh 1.00 15,000
7 Timbrisan Mesin/Stamper 1.00 80,000 37,50M3/hari
8 Bar Cutter kg 1.00 1,000
9 Bar Binder kg 1.00 1,000
10 Pemotong Keramik 1.00 6,000
11 Concrete Mixer 1.00 47,500
12 Pompa Beton 1.00 15,000
13 Vibrator 1.00 20,000
a.n Kepala Kanwil VIII DJKN Bandung
Kepala Bidang Penilaian
Krisman Dolok Saribu NIP. 19570629 198312 1 001
m³
m²
m³
m³
m³
ANALISA HARGA SATUAN MATERIAL
No Macam Pekerjaan Koefisien SatHarga dari hasil
Jumlah Harga Rasio Survey Bahan/Upah/Alat
Rp Rp
1 ATAPMATERIAL 1* Genteng Keramik m2 165,814.79 1.000 Pas. Genteng Keramik Badan 1.1000 m² 85,600.00 94,160.00 Pas. Genteng Nok Keramik 0.0833 m' 55,355.00 4,612.92 Pas. Kaso 1.1000 m² 28,386.35 31,224.99 Pas. Reng 1.1000 m² 18,067.50 19,874.25 Papan Nok 0.0833 m' 20,502.00 1,708.50 Papan Talang Datar L.30cm 0.0500 m' 61,680.00 3,084.00 Seng Talang Datar U.Talang L.30cm 0.0500 m' 52,398.75 2,619.94 Papan Talang Jurai V L.20+20cm 0.0556 m' 40,792.50 2,266.25 Seng Talang Jurai V L.20+20cm 0.0556 m' 33,430.00 1,858.71 Listplank Papan 3x30 0.1111 m' 32,488.00 3,609.78 Pipa Air Hujan PVC dia 3" 0.0211 m' 37,700.00 795.47
MATERIAL 2* Beton Konvensional m2 319,330.11 1.000 Atap Beton Konvensional 1.0000 m' 318,427.56 318,427.56 Pipa Air Hujan PVC dia 4" 0.0211 m' 42,775.00 902.55
* Beton Non Konvensional 1 m2 536,396.07 1.680 Atap Beton Non Konvensional 1 1.0000 m' 535,493.52 535,493.52 Pipa Air Hujan PVC dia 4" 0.0211 m' 42,775.00 902.55
* Beton Non Konvensional 2 m2 454,406.55 1.423 Atap Beton Non Konvensional 2 1.0000 m' 453,504.00 453,504.00 Pipa Air Hujan PVC dia 4" 0.0211 m' 42,775.00 902.55
MATERIAL 3* Genteng Tanah Liat m2 114,428.44 1.000 Pas. Genteng Plentong Badan 1.1000 m² 43,350.00 47,685.00 Pas. Genteng Nok Plentong 0.0833 m' 29,805.00 2,483.75 Pas. Kaso 1.1000 m² 28,386.35 31,224.99 Pas. Reng 1.1000 m² 18,067.50 19,874.25 Papan Nok 0.0833 m' 20,502.00 1,708.50 Papan Talang Datar L.20cm 0.0500 m' 42,255.00 2,112.75 Seng Talang Datar U.Talang L.20cm 0.0500 m' 33,780.00 1,689.00 Papan Talang Jurai V L.20+20cm 0.0556 m' 40,792.50 2,266.25 Seng Talang Jurai V L.20+20cm 0.0556 m' 33,430.00 1,858.71 Listplank Papan 3x20 0.1111 m' 24,568.00 2,729.78 Pipa Air Hujan PVC dia 3" 0.0211 m' 37,700.00 795.47
* Sirap 0.633 Sirap 1.0000 bh 825.00 825.00 Genteng Tanah Liat Badan 1.0000 bh 1,500.00 1,500.00
MATERIAL 4* Genteng Beton Besar m2 124,731.88 1.000 Pas. Genteng Beton Badan Besar 1.1000 m² 49,312.50 54,243.75 Pas. Genteng Nok Beton 0.0833 m' 41,355.00 3,446.25 Pas. Kaso 1.1000 m² 28,386.35 31,224.99 Pas. Reng 1.1000 m² 18,067.50 19,874.25 Papan Nok 0.0833 m' 20,502.00 1,708.50 Papan Talang Datar L.30cm 0.0500 m' 61,680.00 3,084.00 Seng Talang Datar U.Talang L.30cm 0.0500 m' 52,398.75 2,619.94 Papan Talang Jurai V L.20+20cm 0.0556 m' 40,792.50 2,266.25 Seng Talang Jurai V L.20+20cm 0.0556 m' 33,430.00 1,858.71 Listplank Papan 3x30 0.1111 m' 32,488.00 3,609.78 Pipa Air Hujan PVC dia 3" 0.0211 m' 37,700.00 795.47
* Genteng Metal 2.530 Genteng Metal 1.0000 m² 125,000.00 125,000.00 Genteng Beton Badan Besar 10.0000 bh 4,200.00 42,000.00
* Genteng Beton Sedang 1.203 Pas. Genteng Beton Badan Sedang 1.0000 m² 59,312.50 59,312.50 Pas. Genteng Beton Badan Besar 1.0000 m² 49,312.50 49,312.50
MATERIAL 5* Seng Gelombang m2 59,095.53 1.000 Pas. Atap Seng Gelombang 1.1000 m² 40,847.52 44,932.27 Pas. Perabung Seng 0.0833 m' 22,555.10 1,879.59 Papan Nok 0.0833 m' 20,502.00 1,708.50 Papan Talang Datar L.20cm 0.0500 m' 42,255.00 2,112.75 Seng Talang Datar U.Talang L.20cm 0.0500 m' 33,780.00 1,689.00 Papan Talang Jurai V L.20+20cm 0.0556 m' 40,792.50 2,266.25 Seng Talang Jurai V L.20+20cm 0.0556 m' 33,430.00 1,858.71 Listplank Papan 2x20 0.1111 m' 19,288.00 2,143.11 Pipa Air Hujan PVC dia 2" 0.0211 m' 23,950.00 505.35
* Spandek 2.202 Pas. Spandex/m2 1.0000 m² 89,961.60 89,961.60 Pas. Atap Seng Gelombang 1.0000 m² 40,847.52 40,847.52
* Asbes 0.675 Pas. Atap Asbes Gelombang/m2 1.0000 m² 27,586.60 27,586.60 Pas. Atap Seng Gelombang 1.0000 m² 40,847.52 40,847.52
* Fibersemen/PVC 0.526 PVC Lembaran 1.0000 m' 26,000.00 26,000.00 Seng Gelombang BJLS 30 1.0000 lbr 42,000.00 42,000.00
2 DINDINGMATERIAL 1* Bata Merah m2 69,096.50 1.000 Pas. Bata 1/2 batu 1:4 1.1000 m² 62,815.00 69,096.50
* Batako PC 0.815 Pas. Bataco Semen 1:4 1.0000 m² 51,171.72 51,171.72 Pas. Bata 1/2 batu 1:4 1.0000 m² 62,815.00 62,815.00
* Beton Pracetak 4.933 Pas. Beton PraCetak 1.0000 m² 309,851.70 309,851.70 Pas. Bata 1/2 batu 1:4 1.0000 m² 62,815.00 62,815.00
MATERIAL 2* Batako Tras m2 43,432.64 1.000 Pas. Batako Tras 1:4 1.1000 m² 39,484.22 43,432.64
* Kawat di Plester 0.673 Plesteran Bata 1:4 T. 1,5-2cm 1.0000 m² 23,109.60 23,109.60 Pas. Batako Tras 1:4 1.0000 m² 39,484.22 39,484.22
MATERIAL 3* Papan m2 106,480.00 1.000 Pas. Dinding Papan 1.1000 m² 96,800.00 106,480.00
* Bambu 0.376 Bambu 5.0000 btg 7,000.00 35,000.00 Kayu Kelas II 0.0360 m³ 2,200,000.00 79,200.00
MATERIAL 4* Celcon/Hebel 7,5 cm m2 60,839.02 1.000 Pas. Celcon Blok T.7,5cm 1:4 1.1000 m² 55,308.20 60,839.02
* Celcon/Hebel 10 cm 1.033 Pas. Celcon Blok T.10cm 1:4 1.0000 m² 57,109.22 57,109.22 Pas. Celcon Blok T.7,5cm 1:4 1.0000 m² 55,308.20 55,308.20
* Beton tebal 10 cm 3.759 Beton Kolom Praktis 0.1000 m³ 2,078,908.00 207,890.80 Pas. Celcon Blok T.7,5cm 1:4 1.0000 m² 55,308.20 55,308.20
* Kaca tebal 10 mm 1.779 Pas. Kaca Jendela 5 mm 1.0000 m² 98,400.00 98,400.00 Pas. Celcon Blok T.7,5cm 1:4 1.0000 m² 55,308.20 55,308.20
MATERIAL 5* Seng Gelombang' m2 59,095.53 1.000 Pas. Atap Seng Gelombang 1.1000 m² 40,847.52 44,932.27 Pas. Perabung Seng 0.0833 m' 22,555.10 1,879.59 Papan Nok 0.0833 m' 20,502.00 1,708.50 Papan Talang Datar L.20cm 0.0500 m' 42,255.00 2,112.75 Seng Talang Datar U.Talang L.20cm 0.0500 m' 33,780.00 1,689.00 Papan Talang Jurai V L.20+20cm 0.0556 m' 40,792.50 2,266.25 Seng Talang Jurai V L.20+20cm 0.0556 m' 33,430.00 1,858.71 Listplank Papan 2x20 0.1111 m' 19,288.00 2,143.11 Pipa Air Hujan PVC dia 2" 0.0211 m' 23,950.00 505.35
* Spandek' 2.202 Pas. Spandex/m2 1.0000 m² 89,961.60 89,961.60 Pas. Atap Seng Gelombang 1.0000 m² 40,847.52 40,847.52
* Asbes' 0.675 Pas. Atap Asbes Gelombang/m2 1.0000 m² 27,586.60 27,586.60 Pas. Atap Seng Gelombang 1.0000 m² 40,847.52 40,847.52
* Triplek 6 mm 0.952 Pasang Dinding Triplek 6mm 1.0000 m² 61,308.68 61,308.68 Pas. Dinding Seng Gelombang 1.0000 m² 64,433.33 64,433.33
* GRC 0.951 GRC (Papan Fibersemen) 1.0000 m² 47,000.00 47,000.00 Seng Gelombang BJLS 30 1.0000 lbr 42,000.00 42,000.00
3 LANGIT-LANGITMATERIAL 1* Gypsum m2 89,944.21 1.000 Plafond Gypsum 9mm 1.0000 m² 32,441.15 32,441.15 Rangka Plafond Kaso 5X7 (bawah Kap) 0.5000 m² 57,406.00 28,703.00 Rangka Plafond Kaso 4X6 (bawah Kap) 0.5000 m² 53,226.50 26,613.25 List Sudut Profil Gypsum 5x5 0.0278 m' 19,425.00 539.58 List Sudut Profil Gypsum 7,5x7,5 0.0278 m' 27,800.00 772.22 List Sudut Profil Gypsum 7,5x10 0.0278 m' 31,500.00 875.00
* Fibersemen m2 2.103 GRC (Papan Fibersemen) 1.0000 m² 47,000.00 47,000.00 Gypsum Board T.9mm 0.3819 lbr 58,500.00 22,343.75
* GRC Board m2 2.103
MATERIAL 2* Tripleks 4 mm m2 82,208.34 1.000 Plafond Triplex 4mm 1.0000 m² 25,794.70 25,794.70 Rangka Plafond Kaso 5X7 (bawah Kap) 0.5000 m² 57,406.00 28,703.00 Rangka Plafond Kaso 4X6 (bawah Kap) 0.5000 m² 53,226.50 26,613.25 List Sudut Profil Kayu 3x3 0.0278 m' 10,046.00 279.06 List Sudut Profil Kayu 5x5 0.0278 m' 13,860.00 385.00 List Sudut Profil Kayu 7,5x7,5 0.0278 m' 15,600.00 433.33
* Tripleks 6 mm 1.278 Plafond Triplex 6mm 1.0000 m² 32,959.63 32,959.63 Plafond Triplex 4mm 1.0000 m² 25,794.70 25,794.70
MATERIAL 3* Eternit m2 63,021.37 1.000 Plafond Eternit/Asbes 1.0000 m² 22,000.00 22,000.00 Rangka Plafond Kaso 5X7 (bawah Kap) 0.7000 m² 57,406.00 40,184.20 List Sudut Profil Kayu 3x3 0.0833 m' 10,046.00 837.17
* Asbes m2 63,021.37 1.000
MATERIAL 4* Akustik m2 188,245.61 1.000 Plafond Akustik 1.0000 m² 142,760.00 142,760.00 Rangka Plafond Besi Hollow (Bawah Kap/Kuda-kud 0.5000 m² 47,241.21 23,620.60 Rangka Plafond Besi Hollow (Bawah Dak/Plat Lanta 0.5000 m² 42,575.01 21,287.50 List Sudut Profil Kayu 5x5 0.0417 m' 13,860.00 577.50
MATERIAL 5* Kayu m2 111,127.25 1.000 Plafond Kayu 2/7/m2 1.0000 m² 54,511.00 54,511.00 Rangka Plafond Kaso 5X7 (bawah Kap) 0.5000 m² 57,406.00 28,703.00 Rangka Plafond Kaso 4X6 (bawah Kap) 0.5000 m² 53,226.50 26,613.25 List Sudut Profil Kayu 7,5x7,5 0.0833 m' 15,600.00 1,300.00
* Alumunium m2 21,447,271.51 1.200
* Metal m2 10,723,635.76 1.200
4 LANTAIMATERIAL 1* Marmer 40 x 40 m2 181,614.84 1.000 Urugan Tanah dari Luar 0.0333 m³ 120,710.75 4,023.69 Pemadatan Tanah Pondasi dengan Stamper 0.3333 m² 5,550.00 1,850.00 Urugan Pasir Pondasi 0.0167 m³ 100,950.00 1,682.50 Spesi 1:5 0.0300 m³ 423,900.00 12,717.00 Pas.Marmer Lantai 40X40 1.0000 m² 159,388.00 159,388.00 Pas.Plint Marmer 10X40 0.0833 m' 23,443.80 1,953.65
* Granit 30 x 30 m2 378,626.00 1.375 Pas. Granito Tile 30x30 1.0000 m² 219,238.00 219,238.00 Pas.Marmer Lantai 40X40 1.0000 m² 159,388.00 159,388.00
* Marmer 40 x 60 420,626.00 1.639 Pas.Marmer Lantai 40X60 1.0000 m² 261,238.00 261,238.00 Pas.Marmer Lantai 40X40 1.0000 m² 159,388.00 159,388.00
* Granit 40 x 40 405,926.00 1.547 Pas. Granito Tile 40x40 1.0000 m² 246,538.00 246,538.00 Pas.Marmer Lantai 40X40 1.0000 m² 159,388.00 159,388.00
MATERIAL 2* Keramik KW I m2 79,455.25 1.000 Urugan Tanah dari Dalam 0.0333 m³ 70,710.75 2,357.03 Pemadatan Tanah Pondasi dengan Stamper 0.3333 m² 5,550.00 1,850.00 Urugan Pasir Pondasi 0.0167 m³ 100,950.00 1,682.50 Spesi 1:5 0.0300 m³ 423,900.00 12,717.00 Pas.Keramik KW I Lantai 1.0000 m² 59,840.00 59,840.00 Pas.Plint Keramik KW I 0.0833 m' 12,104.70 1,008.73
* Batu Alam m2 183,730.00 2.070 Pas. Lantai Batu Tempel 1.0000 m² 123,890.00 123,890.00 Pas.Keramik KW I Lantai 1.0000 m² 59,840.00 59,840.00
* Batu Tempel 183,730.00 2.070 Pas. Lantai Batu Tempel 1.0000 m² 123,890.00 123,890.00 Pas.Keramik KW I Lantai 1.0000 m² 59,840.00 59,840.00
* Terakota 59,500.00 0.763 Terakota 1.0000 m² 30,000.00 30,000.00 Keramik Lantai 30x30 KW I 1.0000 m² 29,500.00 29,500.00
MATERIAL 3* Papan m2 194,128.00 1.000 Pas. Lantai Papan 1.1000 m² 176,480.00 194,128.00
* Multiplek m2 224,200.00 1.739 Triplek 12mm 1.0000 lbr 145,000.00 145,000.00 Kayu Kelas II 0.0360 m³ 2,200,000.00 79,200.00
* Vinyl 290,707.50 0.647 Pas. Lantai Vinyl 1.0000 m² 114,227.50 114,227.50 Pas. Lantai Papan 1.0000 m² 176,480.00 176,480.00
* Parket 230,200.00 2.002 Parket 1.0000 m² 151,000.00 151,000.00 Kayu Kelas II 0.0360 m³ 2,200,000.00 79,200.00
MATERIAL 4* Keramik KW II m2 70,488.33 1.000 Urugan Tanah dari Dalam 0.0333 m³ 70,710.75 2,357.03 Pemadatan Tanah Pondasi dengan Stamper 0.3333 m² 5,550.00 1,850.00 Urugan Pasir Pondasi 0.0167 m³ 100,950.00 1,682.50 Spesi 1:5 0.0200 m³ 423,900.00 8,478.00 Pas.Keramik KW II Lantai 1.0000 m² 55,152.50 55,152.50 Pas.Plint Keramik KW II 0.0833 m' 11,619.70 968.31
* Tegel m2 126,665.00 1.297 Pas. Tegel 1.0000 m² 71,512.50 71,512.50 Pas.Keramik KW II Lantai 1.0000 m² 55,152.50 55,152.50
* Teraso 59,000.00 1.460 Teraso 1.0000 m² 33,000.00 33,000.00 Keramik Lantai 30x30 KW II 1.0000 m² 26,000.00 26,000.00
* Beton Tanpa Tulang t= 7cm 107,343.50 0.946 Rabat Beton T.7cm Tanpa Tulang 1.0000 m² 52,191.00 52,191.00 Pas.Keramik KW II Lantai 1.0000 m² 55,152.50 55,152.50
* Beton Tanpa Tulang t=5 cm 91,992.50 0.668 Rabat Beton T.5cm Tanpa Tulang 1.0000 m² 36,840.00 36,840.00 Pas.Keramik KW II Lantai 1.0000 m² 55,152.50 55,152.50
* Rabat Semen Floor 83,600.00 0.516 Pas. Lantai Semen Floor 1.0000 m² 28,447.50 28,447.50 Pas.Keramik KW II Lantai 1.0000 m² 55,152.50 55,152.50
MATERIAL 5* Beton Bertulang tebal 7 cm m2 108,922.56 1.000 Urugan Tanah dari Luar 0.2000 m³ 120,710.75 24,142.15 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Urugan Pasir Pondasi 0.0167 m³ 100,950.00 1,682.50 Rabat Beton T.7cm dengan Tulang 1.0000 m² 77,547.91 77,547.91
* Hardener 208,711.24 1.691 Beton Hardener Beban Sedang 1.0000 m² 131,163.33 131,163.33 Rabat Beton T.7cm dengan Tulang 1.0000 m² 77,547.91 77,547.91
* Epoxy 182,711.24 1.356 Beton Epoxy 1.0000 m² 105,163.33 105,163.33 Rabat Beton T.7cm dengan Tulang 1.0000 m² 77,547.91 77,547.91
* Beton Bertulang tebal 5 cm 135,538.56 0.748 Rabat Beton T.5cm dengan Tulang 1.0000 m² 57,990.65 57,990.65 Rabat Beton T.7cm dengan Tulang 1.0000 m² 77,547.91 77,547.91
5 PAGARMATERIAL 1* Pas. Bata tinggi 3 m m' 787,860.00 1.000 Pasang Bouwplank 0.2500 m' 20,079.00 5,019.75 Galian Tanah 0.9500 m³ 27,375.00 26,006.25 Pemadatan Tanah Pondasi 0.7000 m² 3,950.00 2,765.00 Urugan Pasir Pondasi 0.0700 m³ 100,950.00 7,066.50 Pasangan Batu Kali 1:5 0.2100 m³ 422,044.00 88,629.24 Beton Tulang SloofBeton Site Mix 1:2:3 dengan Split 0.0300 m³ 667,850.00 20,035.50 Bekisting Sloof 2xpakai dgn Papan 2/20 0.4000 m² 91,240.00 36,496.00 Pembesian Polos 3.9578 kg 10,826.50 42,849.12 Pembesian Polos 1.3344 kg 10,826.50 14,446.88 Urugan Tanah Kembali 0.6700 m³ 8,750.00 5,862.50 Pas. Bata 1/2 batu 1:5 3.0000 m² 61,393.75 184,181.25 Beton Kolom Praktis 0.0121 m³ 2,078,908.00 25,154.79 Beton Kolom Praktis 0.0121 m³ 2,078,908.00 25,154.79 Plesteran Bata 1:4 T. 1,5-2cm 6.0000 m² 23,109.60 138,657.60 Acian Plesteran 6.0000 m² 13,503.33 81,020.00 Sekonengan (Tali Air) 2.0000 m' 5,563.67 11,127.33 Cat Tembok Luar 6.0000 m² 12,231.25 73,387.50
* Pas. Bata tinggi 2 m m' 566,541.33 0.719 Pasang Bouwplank 0.2500 m' 20,079.00 5,019.75 Galian Tanah 0.9500 m³ 27,375.00 26,006.25 Pemadatan Tanah Pondasi 0.7000 m² 3,950.00 2,765.00 Urugan Pasir Pondasi 0.0700 m³ 100,950.00 7,066.50 Pasangan Batu Kali 1:5 0.2100 m³ 422,044.00 88,629.24 Beton Tulang SloofBeton Site Mix 1:2:3 dengan Split 0.0300 m³ 667,850.00 20,035.50 Bekisting Sloof 2xpakai dgn Papan 2/20 0.4000 m² 91,240.00 36,496.00 Pembesian Polos 3.9578 kg 10,826.50 42,849.12 Pembesian Polos 1.3344 kg 10,826.50 14,446.88 Urugan Tanah Kembali 0.6700 m³ 8,750.00 5,862.50 Pas. Bata 1/2 batu 1:5 2.0000 m² 61,393.75 122,787.50 Beton Kolom Praktis 0.0081 m³ 2,078,908.00 16,768.18 Beton Kolom Praktis 0.0121 m³ 2,078,908.00 25,154.79 Plesteran Bata 1:4 T. 1,5-2cm 4.0000 m² 23,109.60 92,438.40 Acian Plesteran 0.0121 m² 13,503.33 163.39 Sekonengan (Tali Air) 2.0000 m' 5,563.67 11,127.33 Cat Tembok Luar 4.0000 m² 12,231.25 48,925.00
* Pas. Bata tinggi 1,5 m m' 472,837.80 0.600 Pasang Bouwplank 0.2200 m' 20,079.00 4,417.38 Galian Tanah 0.8500 m³ 27,375.00 23,268.75 Pemadatan Tanah Pondasi 0.6500 m² 3,950.00 2,567.50 Urugan Pasir Pondasi 0.0650 m³ 100,950.00 6,561.75 Pasangan Batu Kali 1:5 0.2000 m³ 422,044.00 84,408.80 Beton Tulang SloofBeton Site Mix 1:2:3 dengan Split 0.0300 m³ 667,850.00 20,035.50 Bekisting Sloof 2xpakai dgn Papan 2/20 0.4000 m² 91,240.00 36,496.00 Pembesian Polos 2.7500 kg 10,826.50 29,772.88 Pembesian Polos 0.7500 kg 10,826.50 8,119.88 Urugan Tanah Kembali 0.6700 m³ 8,750.00 5,862.50 Pas. Bata 1/2 batu 1:5 1.5000 m² 61,393.75 92,090.63 Beton Kolom Praktis 0.0081 m³ 2,078,908.00 16,768.18 Beton Kolom Praktis 0.0121 m³ 2,078,908.00 25,154.79 Plesteran Bata 1:4 T. 1,5-2cm 3.0000 m² 23,109.60 69,328.80
Acian Plesteran 0.0121 m² 13,503.33 163.39 Sekonengan (Tali Air) 2.0000 m' 5,563.67 11,127.33 Cat Tembok Luar 3.0000 m² 12,231.25 36,693.75
* Pas. Bata tinggi 1 m m' 412,977.05 0.524 Pasang Bouwplank 0.2000 m' 20,079.00 4,015.80 Galian Tanah 0.7500 m³ 27,375.00 20,531.25 Pemadatan Tanah Pondasi 0.6000 m² 3,950.00 2,370.00 Urugan Pasir Pondasi 0.0600 m³ 100,950.00 6,057.00 Pasangan Batu Kali 1:5 0.1800 m³ 422,044.00 75,967.92 Beton Tulang SloofBeton Site Mix 1:2:3 dengan Split 0.0300 m³ 667,850.00 20,035.50 Bekisting Sloof 2xpakai dgn Papan 2/20 0.4000 m² 91,240.00 36,496.00 Pembesian Polos 2.7500 kg 10,826.50 29,772.88 Pembesian Polos 0.7500 kg 10,826.50 8,119.88 Urugan Tanah Kembali 0.6700 m³ 8,750.00 5,862.50 Pas. Bata 1/2 batu 1:5 1.0000 m² 61,393.75 61,393.75 Beton Kolom Praktis 0.0040 m³ 2,078,908.00 8,384.09 Beton Kolom Praktis 0.0121 m³ 2,078,908.00 25,154.79 Plesteran Bata 1:4 T. 1,5-2cm 2.0000 m² 23,109.60 46,219.20 Acian Plesteran 2.0000 m² 13,503.33 27,006.67 Sekonengan (Tali Air) 2.0000 m' 5,563.67 11,127.33 Cat Tembok Luar 2.0000 m² 12,231.25 24,462.50
MATERIAL 2* Pas.Beton Pracetak t=1,5 m m' 1,219,039.43 1.000 Pasang Bouwplank 0.2200 m' 20,079.00 4,417.38 Galian Tanah 0.8500 m³ 27,375.00 23,268.75 Pemadatan Tanah Pondasi 0.6500 m² 3,950.00 2,567.50 Urugan Pasir Pondasi 0.0650 m³ 100,950.00 6,561.75 Pasangan Batu Kali 1:5 0.2000 m³ 422,044.00 84,408.80 Beton Tulang SloofBeton Site Mix 1:2:3 dengan Split 0.0300 m³ 667,850.00 20,035.50 Bekisting Sloof 2xpakai dgn Papan 2/20 0.4000 m² 91,240.00 36,496.00 Pembesian Polos 2.7500 kg 10,826.50 29,772.88 Pembesian Polos 0.7500 kg 10,826.50 8,119.88 Urugan Tanah Kembali 0.6700 m³ 8,750.00 5,862.50 Beton Pra Cetak 1.5000 m² 285,000.00 427,500.00 Beton Pra Cetak 2.0001 m² 285,000.00 570,028.50
MATERIAL 3* BRC 90 m' 385,735.08 1.000 Bahan + Upah 193,481.98 Pasang Bouwplank 0.3330 m' 20,079.00 6,686.31 Galian Tanah 0.2500 m³ 27,375.00 6,843.75 Pemadatan Tanah Pondasi 0.1250 m² 3,950.00 493.75 Urugan Pasir Pondasi 0.0200 m³ 100,950.00 2,019.00 Pasangan Batu Kali 1:5 0.1200 m³ 422,044.00 50,645.28 Beton Tulang SloofBeton Site Mix 1:2:3 dengan Split 0.0300 m³ 667,850.00 20,035.50 Bekisting Sloof 2xpakai dgn Papan 2/20 0.4000 m² 91,240.00 36,496.00 Pembesian Polos 2.7500 kg 10,826.50 29,772.88 Pembesian Polos 0.7500 kg 10,826.50 8,119.88 Urugan Tanah Kembali 0.0625 m³ 8,750.00 546.88 Pas. Bata 1/2 batu 1:5 0.1000 m² 61,393.75 6,139.38 Beton Kolom Praktis 0.0010 m³ 2,078,908.00 2,078.91 Plesteran Bata 1:4 T. 1,5-2cm 0.3000 m² 23,109.60 6,932.88 Plesteran Beton 1:3 T.1,5-2cm 0.1300 m² 27,106.00 3,523.78 Acian Plesteran 0.4300 m² 13,503.33 5,806.43 Sekonengan (Tali Air) 0.6600 m' 5,563.67 3,672.02 Cat Tembok Luar 0.3000 m² 12,231.25 3,669.38 Bahan 130,753.10 Tiang BRC T.1,20M U.Pgr T.0,90M 0.6667 bh 93,000.00 62,003.10 Pagar BRC T.120cm 0.4167 pnl 165,000.00 68,750.00 Upah 61,500.00 Kenek/Laden 1.0000 org 35,000.00 35,000.00 Tukang Batu Halus 0.5000 org 41,000.00 20,500.00 Kepala Tukang 0.1000 org 45,000.00 4,500.00 Mandor 0.0333 org 45,000.00 1,500.00
* BRC 120 m' 435,048.30 1.128 Bahan + Upah 207,430.20 Pasang Bouwplank 0.3330 m' 20,079.00 6,686.31 Galian Tanah 0.3000 m³ 27,375.00 8,212.50 Pemadatan Tanah Pondasi 0.1500 m² 3,950.00 592.50 Urugan Pasir Pondasi 0.0200 m³ 100,950.00 2,019.00 Pasangan Batu Kali 1:5 0.1500 m³ 422,044.00 63,306.60 Beton Tulang SloofBeton Site Mix 1:2:3 dengan Split 0.0300 m³ 667,850.00 20,035.50 Bekisting Sloof 2xpakai dgn Papan 2/20 0.4000 m² 91,240.00 36,496.00 Pembesian Polos 2.7500 kg 10,826.50 29,772.88 Pembesian Polos 0.7500 kg 10,826.50 8,119.88 Urugan Tanah Kembali 0.0750 m³ 8,750.00 656.25 Pas. Bata 1/2 batu 1:5 0.1000 m² 61,393.75 6,139.38 Beton Kolom Praktis 0.0010 m³ 2,078,908.00 2,078.91 Plesteran Bata 1:4 T. 1,5-2cm 0.2000 m² 23,109.60 4,621.92 Plesteran Beton 1:3 T.1,5-2cm 0.1300 m² 27,106.00 3,523.78 Acian Plesteran 0.3300 m² 13,503.33 4,456.10 Sekonengan (Tali Air) 1.2000 m' 5,563.67 6,676.40 Cat Tembok Luar 0.3300 m² 12,231.25 4,036.31 Bahan 150,743.10 Tiang BRC T.1,50M U.Pgr T.1,20M 0.6667 bh 123,000.00 82,004.10 Pagar BRC T.120cm 0.4166 pnl 165,000.00 68,739.00 Upah 76,875.00 Kenek/Laden 1.2500 org 35,000.00 43,750.00 Tukang Batu Halus 0.6250 org 41,000.00 25,625.00 Kepala Tukang 0.1250 org 45,000.00 5,625.00 Mandor 0.0417 org 45,000.00 1,875.00
* BRC 175 m' 521,030.62 1.351 Bahan + Upah 223,375.12 Pasang Bouwplank 0.3330 m' 20,079.00 6,686.31 Galian Tanah 0.3750 m³ 27,375.00 10,265.63 Pemadatan Tanah Pondasi 0.1875 m² 3,950.00 740.63 Urugan Pasir Pondasi 0.0500 m³ 100,950.00 5,047.50 Pasangan Batu Kali 1:5 0.1750 m³ 422,044.00 73,857.70 Beton Tulang SloofBeton Site Mix 1:2:3 dengan Split 0.0300 m³ 667,850.00 20,035.50 Bekisting Sloof 2xpakai dgn Papan 2/20 0.4000 m² 91,240.00 36,496.00 Pembesian Polos 2.7500 kg 10,826.50 29,772.88 Pembesian Polos 0.7500 kg 10,826.50 8,119.88 Urugan Tanah Kembali 0.0938 m³ 8,750.00 820.31 Pas. Bata 1/2 batu 1:5 0.1000 m² 61,393.75 6,139.38 Beton Kolom Praktis 0.0010 m³ 2,078,908.00 2,078.91 Plesteran Bata 1:4 T. 1,5-2cm 0.2000 m² 23,109.60 4,621.92 Plesteran Beton 1:3 T.1,5-2cm 0.1300 m² 27,106.00 3,523.78 Acian Plesteran 0.3300 m² 13,503.33 4,456.10 Sekonengan (Tali Air) 1.2000 m' 5,563.67 6,676.40 Cat Tembok Luar 0.3300 m² 12,231.25 4,036.31 Bahan 205,405.50 Tiang BRC T.2,25M U.Pgr T.1,75M 0.6667 bh 155,000.00 103,338.50 Pagar BRC T.150cm 0.4166 pnl 245,000.00 102,067.00 Upah 92,250.00 Kenek/Laden 1.5000 org 35,000.00 52,500.00 Tukang Batu Halus 0.7500 org 41,000.00 30,750.00 Kepala Tukang 0.1500 org 45,000.00 6,750.00 Mandor 0.0500 org 45,000.00 2,250.00
Pintu Pagar BRC T.90cm L.3,00M/Unit m' 310,000.00 Bahan 187,000.00 Pintu Pgr BRC Double Gate DG.90 T1 1.0000 unit 187,000.00 187,000.00 Upah 123,000.00 Kenek/Laden 2.0000 org 35,000.00 70,000.00 Tukang Batu Halus 1.0000 org 41,000.00 41,000.00 Kepala Tukang 0.2000 org 45,000.00 9,000.00 Mandor 0.0667 org 45,000.00 3,000.00
Pintu Pagar BRC T.120cm L.3,00M/Unit m' 385,750.00 Bahan 232,000.00 Pintu Pgr BRC Double Gate DG.120 T1 1.0000 unit 232,000.00 232,000.00 Upah 153,750.00 Kenek/Laden 2.5000 org 35,000.00 87,500.00 Tukang Batu Halus 1.2500 org 41,000.00 51,250.00 Kepala Tukang 0.2500 org 45,000.00 11,250.00 Mandor 0.0833 org 45,000.00 3,750.00
Pintu Pagar BRC T.175cm L.3,00M/Unit m' 454,875.00 Bahan 255,000.00 Pintu Pgr BRC Double Gate DG.175 T1 1.0000 unit 255,000.00 255,000.00 Upah 199,875.00 Kenek/Laden 3.2500 org 35,000.00 113,750.00 Tukang Batu Halus 1.6250 org 41,000.00 66,625.00 Kepala Tukang 0.3250 org 45,000.00 14,625.00 Mandor 0.1083 org 45,000.00 4,875.00
* Pagar Besi m2 383,541.67 0.994 Pintu Pagar BRC T.90cm L.3,00M/Unit 0.3333 #N/A 310,000.00 103,333.33 Pintu Pagar BRC T.120cm L.3,00M/Unit 0.3333 #N/A 385,750.00 128,583.33 Pintu Pagar BRC T.175cm L.3,00M/Unit 0.3333 #N/A 454,875.00 151,625.00
MATERIAL 4* Pagar Besi Tempa m' 1,595,739.04 1.000 Bahan + Upah 303,864.04 Pasang Bouwplank 0.3330 m' 20,079.00 6,686.31 Galian Tanah 0.3750 m³ 27,375.00 10,265.63 Pemadatan Tanah Pondasi 0.5000 m² 3,950.00 1,975.00 Urugan Pasir Pondasi 0.0500 m³ 100,950.00 5,047.50 Pasangan Batu Kali 1:5 0.1750 m³ 422,044.00 73,857.70 Beton Tulang SloofBeton Site Mix 1:2:3 dengan Split 0.0300 m³ 667,850.00 20,035.50 Bekisting Sloof 2xpakai dgn Papan 2/20 0.4000 m² 91,240.00 36,496.00 Pembesian Polos 2.7500 kg 10,826.50 29,772.88 Pembesian Polos 0.7500 kg 10,826.50 8,119.88 Urugan Tanah Kembali 0.0938 m³ 8,750.00 820.31 Pas. Bata 1/2 batu 1:5 0.2500 m² 61,393.75 15,348.44 Beton Kolom Praktis 0.0120 m³ 2,078,908.00 24,946.90 Plesteran Bata 1:4 T. 1,5-2cm 0.5000 m² 23,109.60 11,554.80 Plesteran Beton 1:3 T.1,5-2cm 0.4440 m² 27,106.00 12,035.06 Acian Plesteran 0.9440 m² 13,503.33 12,747.15 Sekonengan (Tali Air) 3.0000 m' 5,563.67 16,691.00 Cat Kayu/Besi 0.9440 m² 18,500.00 17,464.00 Bahan 1,215,000.00 Besi Siku 90.0000 kg 13,500.00 1,215,000.00 Upah 76,875.00 Kenek/Laden 1.2500 org 35,000.00 43,750.00 Tukang Batu Halus 0.6250 org 41,000.00 25,625.00 Kepala Tukang 0.1250 org 45,000.00 5,625.00 Mandor 0.0417 org 45,000.00 1,875.00
MATERIAL 5* Pagar Kayu m' 216,033.33 1.000 Bahan + Upah 176,345.83 Galian Tanah 0.0313 m³ 27,375.00 855.47 Pemadatan Tanah Pondasi 0.0313 m² 3,950.00 123.44 Urugan Pasir Pondasi 0.0031 m³ 100,950.00 315.47 Beton Site Mix 1:2:3 dengan Split 0.0375 m³ 667,850.00 25,044.38 Bekisting Sloof 2xpakai dgn Papan 2/20 0.1000 m² 91,240.00 9,124.00 Urugan Tanah Kembali 0.0078 m³ 8,750.00 68.36 Kayu Kelas II 0.0230 m³ 2,200,000.00 50,688.00 Kayu Kelas II 0.0216 m³ 2,200,000.00 47,520.00 Kayu Kelas II 0.0180 m³ 2,200,000.00 39,600.00 Paku 10-12cm 0.2506 kg 12,000.00 3,006.72 Upah 39,687.50 Kenek/Laden 0.6250 org 35,000.00 21,875.00 Tukang Kayu Halus 0.3125 org 45,000.00 14,062.50 Kepala Tukang 0.0625 org 45,000.00 2,812.50 Mandor 0.0208 org 45,000.00 937.50
* Kawat Berduri m' 163,049.75 0.755 Bahan + Upah 144,599.75 Galian Tanah 0.0200 m³ 27,375.00 547.50 Pemadatan Tanah Pondasi 0.0200 m² 3,950.00 79.00 Urugan Pasir Pondasi 0.0020 m³ 100,950.00 201.90 Beton Site Mix 1:2:3 dengan Split 0.0240 m³ 667,850.00 16,028.40 Bekisting Sloof 2xpakai dgn Papan 2/20 0.0800 m² 91,240.00 7,299.20 Urugan Tanah Kembali 0.0050 m³ 8,750.00 43.75 Kawat BC dia 6mm 10.0000 m' 8,500.00 85,000.00 Kayu Kelas II 0.0150 m³ 2,200,000.00 33,000.00 Paku 5-7cm 0.2000 kg 12,000.00 2,400.00 Upah 18,450.00 Kenek/Laden 0.3000 org 35,000.00 10,500.00 Tukang Batu Halus 0.1500 org 41,000.00 6,150.00 Kepala Tukang 0.0300 org 45,000.00 1,350.00 Mandor 0.0100 org 45,000.00 450.00
* Kawat Burung m' 325,984.86 1.509 Bahan + Upah 287,547.36 Galian Tanah 0.0313 m³ 27,375.00 855.47 Pemadatan Tanah Pondasi 0.0313 m² 3,950.00 123.44 Urugan Pasir Pondasi 0.0031 m³ 100,950.00 315.47 Beton Site Mix 1:2:3 dengan Split 0.0375 m³ 667,850.00 25,044.38 Bekisting Sloof 2xpakai dgn Papan 2/20 0.1000 m² 91,240.00 9,124.00 Urugan Tanah Kembali 0.0078 m³ 8,750.00 68.36 Kawat Burung 2.2000 m² 13,500.00 29,700.00 Besi Siku 8.5625 kg 13,500.00 115,593.75 Besi Siku 7.5350 kg 13,500.00 101,722.50 Kawat Las 0.2500 kg 20,000.00 5,000.00 Upah 38,437.50 Kenek/Laden 0.6250 org 35,000.00 21,875.00 Tukang Batu Halus 0.3125 org 41,000.00 12,812.50 Kepala Tukang 0.0625 org 45,000.00 2,812.50 Mandor 0.0208 org 45,000.00 937.50
* Bambu m2 0.259 Bambu 2.5000 btg 7,000.00 17,500.00 Kayu Kelas II 1.0000 m' 50,688.00 50,688.00
6 PERKERASANMATERIAL 1* Aspal Hotmix m2 118,478.75 1.000 Galian Tanah 0.2500 m³ 27,375.00 6,843.75 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Sirtu Gali 0.2000 m³ 69,000.00 13,800.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Aspal Cair 0.0050 drum 1,105,000.00 5,525.00 Aspal Hotmix 0.0500 m³ 1,500,000.00 75,000.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Kanstein 0.0200 bh 33,000.00 660.00
MATERIAL 2* Aspal 94,263.75 1.000 Galian Tanah 0.2500 m³ 27,375.00 6,843.75 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Sirtu Gali 0.2000 m³ 69,000.00 13,800.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Aspal Cair 0.0500 drum 1,105,000.00 55,250.00 Pasir Beton 0.0100 m³ 106,000.00 1,060.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Kanstein 0.0200 bh 33,000.00 660.00
MATERIAL 3* Paving Blok Tebal 6 cm m2 93,943.75 1.000 Galian Tanah 0.2500 m³ 27,375.00 6,843.75 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Sirtu Gali 0.2000 m³ 69,000.00 13,800.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Pasir Beton 0.1500 m³ 106,000.00 15,900.00 Paving Blok T.6cm 1.1000 m² 35,000.00 38,500.00 Pasir Beton 0.0150 m³ 106,000.00 1,590.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Kanstein 0.0200 bh 33,000.00 660.00
* Paving Blok Tebal 8 cm m2 98,893.75 1.053 Galian Tanah 0.2500 m³ 27,375.00 6,843.75 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Sirtu Gali 0.2000 m³ 69,000.00 13,800.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Pasir Beton 0.1500 m³ 106,000.00 15,900.00 Paving Blok T.8cm 1.1000 m² 39,500.00 43,450.00 Pasir Beton 0.0150 m³ 106,000.00 1,590.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Kanstein 0.0200 bh 33,000.00 660.00
* Grass Blok m2 92,703.75 0.987 Galian Tanah 0.2500 m³ 27,375.00 6,843.75 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Sirtu Gali 0.2000 m³ 69,000.00 13,800.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Pasir Beton 0.1500 m³ 106,000.00 15,900.00 Paving Blok T.8cm 1.1000 m² 31,600.00 34,760.00 Pasir Beton 0.0150 m³ 106,000.00 1,590.00 Pemadatan Tanah Pondasi dengan Stamper 1.0000 m² 5,550.00 5,550.00 Tanah Humus 0.0500 m3 50,000.00 2,500.00 Kanstein 0.0200 bh 33,000.00 660.00
MATERIAL 4* Beton Tidak Bertulang m2 64,007.40 1.000 Pembersihan Konvensional 1.0000 m² 1,500.00 1,500.00 Pemadatan Tanah Pondasi 1.0000 m² 3,950.00 3,950.00 Beton 1:3:5, dgn Koral 0.1000 m³ 576,450.00 57,645.00 Bekisting Poer 2xpakai dgn Papan 2/20 0.0100 m² 91,240.00 912.40
MATERIAL 5* Beton Bertulang m2 183,098.90 1.000 Pembersihan Konvensional 1.0000 m2 1,500.00 1,500.00 Pemadatan Tanah Pondasi 1.0000 m² 3,950.00 3,950.00 Beton 1:3:5, dgn Koral 0.1000 m3 576,450.00 57,645.00 Bekisting Poer 2xpakai dgn Papan 2/20 0.0100 m2 91,240.00 912.40 Pembesian Polos 11.0000 kg 10,826.50 119,091.50
7 PELAPIS DINDINGMATERIAL 1* Cat m2 1.000
Lantai Kategori 1 per m2 81,965.03 Luas Lantai 80.0000 m2 6,557,202.00 Meni Kayu/Besi 55.0800 m² 8,087.50 445,459.50 Cat Kayu/Besi 55.0800 m² 18,500.00 1,018,980.00 Cat Tembok Dalam 308.0000 m² 11,531.25 3,551,625.00 Cat Tembok Luar 126.0000 m² 12,231.25 1,541,137.50
Lantai Kategori 2 dan 4 per m2 46,542.77 Luas Lantai 80.0000 m2 3,723,421.50 Meni Kayu/Besi 21.3600 m² 8,087.50 172,749.00 Cat Kayu/Besi 21.3600 m² 18,500.00 395,160.00 Cat Tembok Dalam 140.0000 m² 11,531.25 1,614,375.00 Cat Tembok Luar 126.0000 m² 12,231.25 1,541,137.50
Lantai Kategori 3 per m2 42,530.74 Luas Lantai 80.0000 m2 3,402,459.00 Meni Kayu/Besi 15.3600 m² 8,087.50 124,224.00 Cat Kayu/Besi 15.3600 m² 18,500.00 284,160.00 Cat Tembok Dalam 126.0000 m² 11,531.25 1,452,937.50 Cat Tembok Luar 126.0000 m² 12,231.25 1,541,137.50
MATERIAL 2* Kaca m2 63,146.00 1.000 Pas. Kaca 5 mm 1.0000 m² 63,146.00 63,146.00
* Kayu Lapis m2 1.294 Pas. Pelapis Kayu 1.0000 m² 81,706.00 81,706.00 Pas. Kaca 5 mm 1.0000 m² 63,146.00 63,146.00
Lantai Kategori 1 per m2 342,567.05 Luas Lantai 80.0000 m2 27,405,364.00 Pas. Kaca 5 mm 308.0000 m² 63,146.00 19,448,968.00 Pas. Kaca 5 mm 126.0000 m² 63,146.00 7,956,396.00
Lantai Kategori 2 dan 4 per m2 209,960.45 Luas Lantai 80.0000 m2 16,796,836.00 Pas. Kaca 5 mm 140.0000 m² 63,146.00 8,840,440.00 Pas. Kaca 5 mm 126.0000 m² 63,146.00 7,956,396.00
Lantai Kategori 3 per m2 198,909.90 Luas Lantai 80.0000 m2 15,912,792.00 Pas. Kaca 5 mm 126.0000 m² 63,146.00 7,956,396.00 Pas. Kaca 5 mm 126.0000 m² 63,146.00 7,956,396.00
MATERIAL 3* Composit Panel m2 133,283.50 1.000 Composite Panel 1.0000 m² 133,283.50 133,283.50
Lantai Kategori 1 per m2 723,062.98 Luas Lantai 80.0000 m2 57,845,038.21 Composite Panel 308.0000 m² 133,283.50 41,051,317.44 Composite Panel 126.0000 m² 133,283.50 16,793,720.77
Lantai Kategori 2 dan 4 per m2 443,167.63 Luas Lantai 80.0000 m2 35,453,410.51 Composite Panel 140.0000 m² 133,283.50 18,659,689.74 Composite Panel 126.0000 m² 133,283.50 16,793,720.77
Lantai Kategori 3 per m2 419,843.02 Luas Lantai 80.0000 m2 33,587,441.54 Composite Panel 126.0000 m² 133,283.50 16,793,720.77 Composite Panel 126.0000 m² 133,283.50 16,793,720.77
MATERIAL 4* Keramik KW I m2 70,375.00 1.000 Pas. Keramik KW I 1.0000 m² 70,375.00 70,375.00
* Batu Tempel/Batu Alam m2 1.828 Pas. Batu Alam 1.0000 m² 128,675.00 128,675.00 Pas. Keramik KW I 1.0000 m² 70,375.00 70,375.00
* Keramik KW' II m2 0.922 Pas. Keramik KW II 1.0000 m² 64,875.00 64,875.00 Pas. Keramik KW I 1.0000 m² 70,375.00 70,375.00
* Terakota' m2 0.844 Pas. Terakota 1.0000 m² 59,375.00 59,375.00 Pas. Keramik KW I 1.0000 m² 70,375.00 70,375.00
Lantai Kategori 1 per m2 381,784.38 Luas Lantai 80.0000 m2 30,542,750.00 Pas. Keramik KW I 308.0000 m² 70,375.00 21,675,500.00 Pas. Keramik KW I 126.0000 m² 70,375.00 8,867,250.00
Lantai Kategori 2 dan 4 per m2 233,996.88 Luas Lantai 80.0000 m2 18,719,750.00 Pas. Keramik KW I 140.0000 m² 70,375.00 9,852,500.00 Pas. Keramik KW I 126.0000 m² 70,375.00 8,867,250.00
Lantai Kategori 3 per m2 221,681.25 Luas Lantai 80.0000 m2 17,734,500.00 Pas. Keramik KW I 126.0000 m² 70,375.00 8,867,250.00 Pas. Keramik KW I 126.0000 m² 70,375.00 8,867,250.00
MATERIAL 5* Marmer m2 267,250.00 1.000 Pas. Marmer 1.0000 m² 267,250.00 267,250.00
* Granit m2 1.864 Pas. Granit 1.0000 m² 498,100.00 498,100.00 Pas. Marmer 1.0000 m² 267,250.00 267,250.00
Lantai Kategori 1 per m2 1,449,831.25 Luas Lantai 80.0000 m2 115,986,500.00 Pas. Marmer 308.0000 m² 267,250.00 82,313,000.00 Pas. Marmer 126.0000 m² 267,250.00 33,673,500.00
Lantai Kategori 2 dan 4 per m2 888,606.25 Luas Lantai 80.0000 m2 71,088,500.00 Pas. Marmer 140.0000 m² 267,250.00 37,415,000.00 Pas. Marmer 126.0000 m² 267,250.00 33,673,500.00
Lantai Kategori 3 per m2 841,837.50 Luas Lantai 80.0000 m2 67,347,000.00 Pas. Marmer 126.0000 m² 267,250.00 33,673,500.00 Pas. Marmer 126.0000 m² 267,250.00 33,673,500.00
8 INSTALASI LISTRIKMATERIAL 1* Titik Lampu Dalam titik 62,794.88 1.000 Titik Lampu Dalam Bawah Plafond 0.7000 titik 54,575.00 38,202.50 Titik Lampu Dalam Bawah Dak 0.3000 titik 67,950.00 20,385.00 Toevoer 0.0500 bh 70,300.00 3,515.00 Arde/Pentanahan 0.0050 titik 138,475.00 692.38
* Titik Lampu Taman titik 107,374.88 1.710 Titik Lampu Taman Jarak 5,00M 1.0000 titik 103,167.50 103,167.50 Toevoer 0.0500 bh 70,300.00 3,515.00 Arde/Pentanahan 0.0050 titik 138,475.00 692.38
* Titik Lampu Hotel titik 60,162.38 0.958 Saklar Hotel 1.0000 bh 55,955.00 55,955.00 Toevoer 0.0500 bh 70,300.00 3,515.00 Arde/Pentanahan 0.0050 titik 138,475.00 692.38
MATERIAL 2* Titik Stop Kontak titik 42,505.00 1.000 Titik Stop Kontak Biasa 1.0000 titik 42,505.00 42,505.00
* Titik Stop Kontak Khusus titik 1.255 Titik Stop Kontak Khusus Kabel 3x2,5mm 1.0000 titik 53,355.00 53,355.00 Titik Stop Kontak Biasa 1.0000 titik 42,505.00 42,505.00
MATERIAL 3* Box Sikring 2 titik 78,100.00 1.000 Box Sikring 2 Group 1.0000 bh 78,100.00 78,100.00
* Box Sikring 4 titik 120,200.00 1.539 Box Sikring 4 Group 1.0000 bh 120,200.00 120,200.00
* Box Sikring 6 titik 342,200.00 4.382 Box Sikring 6 Group 1.0000 bh 342,200.00 342,200.00
* Box Sikring 8 titik 481,600.00 6.166 Box Sikring 8 Group 1.0000 bh 481,600.00 481,600.00
9 INSTALASI AIRMATERIAL 1* Kran Air Dgn Penampungan titik 460,081.45 1.000 Pemipaan PVC AW dia 1" (Dibawah Tanah) 2.0000 m' 19,485.00 38,970.00 Pemipaan PVC AW dia 3/4" (Dibawah Lantai) 1.0000 m' 17,222.50 17,222.50 Pemipaan PVC AW dia 1/2" (Didalam Dinding) 1.0000 m' 14,028.75 14,028.75 Bak Meter PAM 30x50cm 0.0500 m' 242,652.83 12,132.64 Ground Tank Kap.1,20M3 0.2000 bh 1,794,287.82 358,857.56 Pas. Kran Air 1.0000 m' 18,870.00 18,870.00
* Kran Air Tnp Penampungan titik 94,404.14 0.205 Pemipaan PVC AW dia 1" (Dibawah Tanah) 1.6500 m' 19,485.00 32,150.25 Pemipaan PVC AW dia 3/4" (Dibawah Lantai) 1.0000 m' 17,222.50 17,222.50 Pemipaan PVC AW dia 1/2" (Didalam Dinding) 1.0000 m' 14,028.75 14,028.75 Bak Meter PAM 30x50cm 0.0500 m' 242,652.83 12,132.64 Pas. Kran Air 1.0000 m' 18,870.00 18,870.00
MATERIAL 2* Air Kotor Berat titik 363,420.00 1.000 Pemipaan PVC D dia 1,5" (Bawah Wastafel/K'Zink 0.2000 m' 73,830.00 14,766.00 Pemipaan PVC D dia 2" (Bawah Lantai) 0.8000 m' 26,685.00 21,348.00 Pemipaan PVC D dia 3" (Bawah Lantai) 0.8000 m' 38,152.50 30,522.00 Pemipaan PVC D dia 4" (Closet) 0.8000 m' 60,917.50 48,734.00 Pemipaan PVC D dia 5" (Bawah Lantai) 0.5000 m' 65,567.50 32,783.75 Pemipaan PVC D dia 6" (Bawah Lantai) 0.5000 m' 79,117.50 39,558.75 Bak Kontrol 30x30x50cm 0.2500 bh 172,981.17 43,245.29 Septic Tank 1x2x1M 0.0450 bh 2,716,138.44 122,226.23 Rembesan (0.6+1)x0.9x2M 0.0500 bh 204,719.50 10,235.98
* Air Kotor Floor Drain titik 156,339.62 0.430 Pemipaan PVC D dia 2" (Bawah Lantai) 1.0000 m' 26,685.00 26,685.00 Pemipaan PVC D dia 3" (Bawah Lantai) 1.0000 m' 38,152.50 38,152.50 Pemipaan PVC D dia 5" (Bawah Lantai) 1.0000 m' 65,567.50 65,567.50 Bak Kontrol 30x30x50cm 0.0200 bh 172,981.17 3,459.62 Pasang Floor Drain 1.0000 bh 22,475.00 22,475.00
ANALISA HARGA SATUAN PEKERJAANPEKERJAAN : Pekerjaan Pembangunan
Harga dari hasilNo Macam Pekerjaan Koefisien Sat Survey Bahan/Upah/Alat Jumlah Harga
Rp Rp
I PEKERJAAN PERSIAPAN
1 Pembersihan Konvensional 1,500.00 Upah 1,050.00 Tukang Batu Kasar 0.0100 org 35,000.00 350.00 Kenek/Laden 0.0200 org 35,000.00 700.00 Alat 450.00 Pacul 0.0100 bh 45,000.00 450.00
2 Pembersihan Non Konvensional 5,750.00 Upah 5,750.00 Tukang Batu Kasar 0.0000 org 35,000.00 - Kenek/Laden 0.1000 org 35,000.00 3,500.00 Mandor 0.0500 org 45,000.00 2,250.00 Alat - Pacul 0.0000 bh 45,000.00 - Timbrisan Mesin/Stamper 0.0000 m³ 80,000.00 -
3 Direksi Keet/Gudang Konvensional 193,736.50 Upah 11,701.50 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Mandor 0.0067 org 45,000.00 301.50 Bahan 182,035.00 Kayu Kelas III 0.0768 m³ 1,700,000.00 130,560.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Triplek 6mm 0.5000 lbr 68,750.00 34,375.00 Paku 5-7cm 0.0250 kg 12,000.00 300.00 Seng Gelombang BJLS 30 0.4000 lbr 42,000.00 16,800.00 Dolken 0.0000 btg 12,000.00 - List Profil Kayu 5x5cm 0.0000 btg 16,000.00 - Besi Beton Polos U.24 0.0000 kg 9,500.00 - Semen PC 0.0000 sak 54,000.00 - Pasir Urug 0.0000 m³ 75,000.00 - Pasir Beton 0.0000 m³ 106,000.00 - Batu Koral 0.0000 m³ 103,500.00 - Batu Bata 0.0000 bh 450.00 - Kaca 0.0000 m² 48,000.00 - Triplek 4mm 0.0000 lbr 53,000.00 -
m²
m²
m²
4 Direksi Keet/Gudang Non Konvensional 526,995.00 Upah 120,750.00 Tukang Kayu Kasar 2.0000 org 35,000.00 70,000.00 Kepala Tukang 0.3000 org 45,000.00 13,500.00 Kenek/Laden 1.0000 org 35,000.00 35,000.00 Mandor 0.0500 org 45,000.00 2,250.00 Bahan 406,245.00 Kayu Kelas III 0.0000 m³ 1,700,000.00 - Kayu Kelas IV 0.1800 m³ 1,450,000.00 261,000.00 Triplek 6mm 0.0000 lbr 68,750.00 - Paku 5-7cm 0.0000 kg 12,000.00 - Seng Gelombang BJLS 30 0.2500 lbr 42,000.00 10,500.00 Dolken 1.2500 btg 12,000.00 15,000.00 List Profil Kayu 5x5cm 0.8500 btg 16,000.00 13,600.00 Besi Beton Polos U.24 1.1000 kg 9,500.00 10,450.00 Semen PC 0.7000 sak 54,000.00 37,800.00 Pasir Urug 0.1500 m³ 75,000.00 11,250.00 Pasir Beton 0.1000 m³ 106,000.00 10,600.00 Batu Koral 0.1500 m³ 103,500.00 15,525.00 Batu Bata 30.0000 bh 450.00 13,500.00 Kaca 0.0800 m² 48,000.00 3,840.00 Triplek 4mm 0.0600 lbr 53,000.00 3,180.00
5 Pagar Sementara Konvensional m' 33,703.50 Upah 6,673.50 Kenek/Laden 0.1200 org 35,000.00 4,200.00 Tukang Kayu Kasar 0.0600 org 35,000.00 2,100.00 Kepala Tukang 0.0075 org 45,000.00 337.50 Mandor 0.0008 org 45,000.00 36.00 Bahan 27,030.00 Seng Gelombang BJLS 30 0.4500 lbr 42,000.00 18,900.00 Paku Seng 0.0300 kg 21,000.00 630.00 Dolken 0.6250 btg 12,000.00 7,500.00 Semen PC 0.0000 sak 54,000.00 - Pasir Beton 0.0000 m³ 106,000.00 - Batu Koral 0.0000 m³ 103,500.00 - Cat Dasar Besi/Kayu (Meni) 0.0000 kg 18,500.00 - List Profil Kayu 5x5cm 0.0000 btg 16,000.00 -
6 Pagar Sementara Non Konvensional m' 83,946.50 Upah 22,800.00 Kenek/Laden 0.4000 org 35,000.00 14,000.00 Tukang Kayu Kasar 0.2000 org 35,000.00 7,000.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0200 org 45,000.00 900.00 Bahan 61,146.50 Seng Gelombang BJLS 30 0.6000 lbr 42,000.00 25,200.00 Paku Seng 0.0600 kg 21,000.00 1,260.00 Dolken 1.2500 btg 12,000.00 15,000.00 Semen PC 0.0500 sak 54,000.00 2,700.00 Pasir Beton 0.0050 m³ 106,000.00 530.00 Batu Koral 0.0090 m³ 103,500.00 931.50 Cat Dasar Besi/Kayu (Meni) 0.4500 kg 18,500.00 8,325.00 List Profil Kayu 5x5cm 0.4500 btg 16,000.00 7,200.00
m²
II PEKERJAAN PONDASI
7 Pasang Bouwplank m' 20,079.00 Bahan 12,404.00 Kayu Kelas III 0.0070 m³ 1,700,000.00 11,900.00 Kayu Kelas III 0.0000 m³ 1,700,000.00 - List Profil Kayu 7,5x7,5cm 0.0120 btg 22,000.00 264.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.0200 kg 12,000.00 240.00 Upah 7,675.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0050 org 45,000.00 225.00
8 Galian Tanah 27,375.00 Upah 27,375.00 Tukang Gali 0.7500 org 35,000.00 26,250.00 Kepala Tukang org 45,000.00 - Mandor 0.0250 org 45,000.00 1,125.00 Alat - Benang Rami glg 2,500.00 -
9 Urugan Tanah Kembali 8,750.00 Upah 8,750.00 Tukang Gali 0.2500 org 35,000.00 8,750.00
10 Pemadatan Tanah Pondasi 3,950.00 Upah 3,950.00 Tukang Gali 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0000 org 45,000.00 - Mandor 0.0100 org 45,000.00 450.00 Alat - Timbrisan Tanah 0.0000 bh 15,000.00 -
11 Pemadatan Tanah Pondasi dengan Stamper 5,550.00 Upah 3,950.00 Pemadatan Tanah Pondasi 1.0000 m² 3,950.00 3,950.00 Alat 1,600.00 Timbrisan Mesin/Stamper 0.0200 m³ 80,000.00 1,600.00
12 Urugan Pasir Pondasi 100,950.00 Bahan 90,000.00 Pasir Urug 1.2000 m³ 75,000.00 90,000.00 Upah 10,950.00 Tukang Gali 0.3000 org 35,000.00 10,500.00 Kepala Tukang 0.0000 org 45,000.00 - Mandor 0.0100 org 45,000.00 450.00
13 Urugan Tanah dari Luar 120,710.75 Bahan 50,000.00 Tanah Urug 1.2500 m³ 40,000.00 50,000.00 Upah 57,918.75 Galian Tanah 1.2500 m³ 27,375.00 34,218.75 Kenek/Laden 0.0000 org 35,000.00 - Mandor 0.0000 org 45,000.00 - Pemadatan Tanah 2X 6.0000 m² 3,950.00 23,700.00 Alat 12,792.00 Timbrisan Mesin/Stamper 0.1599 m³ 80,000.00 12,792.00
0.0000
m³
m³
m²
m²
m³
m³
14 Urugan Tanah dari Dalam 70,710.75 Bahan - Tanah Urug 0.0000 m³ 40,000.00 - Upah 57,918.75 Galian Tanah 1.2500 m³ 27,375.00 34,218.75 Kenek/Laden 0.0000 org 35,000.00 - Mandor 0.0000 org 45,000.00 - Pemadatan Tanah 2X 6.0000 m² 3,950.00 23,700.00 Alat 12,792.00 Timbrisan Mesin/Stamper 0.1599 m³ 80,000.00 12,792.00
15 Pasangan Batu Kali 1:4 448,660.00 Bahan 363,160.00 Batu Kali/Belah 1.2000 m³ 110,000.00 132,000.00 Semen PC 3.2600 sak 54,000.00 176,040.00 Pasir Beton 0.5200 m³ 106,000.00 55,120.00 Upah 85,500.00 Kenek/Laden 1.5000 org 35,000.00 52,500.00 Tukang Batu Kasar 0.7500 org 35,000.00 26,250.00 Kepala Tukang 0.0750 org 45,000.00 3,375.00 Mandor 0.0750 org 45,000.00 3,375.00 Alat - Ember 0.0000 bh 5,000.00 - Pacul 0.0000 bh 45,000.00 - Sekop 0.0000 bh 55,000.00 -
16 Pasangan Batu Kali 1:5 422,044.00 Bahan 336,544.00 Batu Kali/Belah 1.2000 m³ 110,000.00 132,000.00 Semen PC 2.7200 sak 54,000.00 146,880.00 Pasir Beton 0.5440 m³ 106,000.00 57,664.00 Upah 85,500.00 Kenek/Laden 1.5000 org 35,000.00 52,500.00 Tukang Batu Kasar 0.7500 org 35,000.00 26,250.00 Kepala Tukang 0.0750 org 45,000.00 3,375.00 Mandor 0.0750 org 45,000.00 3,375.00 Alat - Ember 0.0000 bh 5,000.00 - Pacul 0.0000 bh 45,000.00 - Sekop 0.0000 bh 55,000.00 -
1m3 Beton Bertulang17 Beton Site Mix 1:2:3 dengan Split 667,850.00
Bahan 512,650.00 Semen PC 6.4000 sak 54,000.00 345,600.00 Pasir Beton 0.5500 m³ 106,000.00 58,300.00 Batu Split 0.7500 m³ 145,000.00 108,750.00 Upah 125,200.00 Kenek/Laden 3.0000 org 35,000.00 105,000.00 Tukang Batu Kasar 0.5000 org 35,000.00 17,500.00 Kepala Tukang 0.0500 org 45,000.00 2,250.00 Mandor 0.0100 org 45,000.00 450.00 Alat 30,000.00 Concrete Mixer 0.4000 m³ 47,500.00 19,000.00 Vibrator 0.4000 m³ 20,000.00 8,000.00 Ember 0.2000 bh 5,000.00 1,000.00 Pacul 0.0200 bh 45,000.00 900.00 Sekop 0.0200 bh 55,000.00 1,100.00
m³
m³
m³
m³
18 Beton Site Mix 1:3:5 dengan Split 613,800.00 Bahan 458,600.00 Semen PC 4.8000 sak 54,000.00 259,200.00 Pasir Beton 0.6500 m³ 106,000.00 68,900.00 Batu Split 0.9000 m³ 145,000.00 130,500.00 Upah 125,200.00 Kenek/Laden 3.0000 org 35,000.00 105,000.00 Tukang Batu Kasar 0.5000 org 35,000.00 17,500.00 Kepala Tukang 0.0500 org 45,000.00 2,250.00 Mandor 0.0100 org 45,000.00 450.00 Alat 30,000.00 Concrete Mixer 0.4000 m³ 47,500.00 19,000.00 Vibrator 0.4000 m³ 20,000.00 8,000.00 Ember 0.2000 bh 5,000.00 1,000.00 Pacul 0.0200 bh 45,000.00 900.00 Sekop 0.0200 bh 55,000.00 1,100.00
19 Beton 1:2:3, dgn Koral 636,725.00 Bahan 481,525.00 Semen PC 6.4000 sak 54,000.00 345,600.00 Pasir Beton 0.5500 m³ 106,000.00 58,300.00 Batu Koral 0.7500 m³ 103,500.00 77,625.00 Upah 125,200.00 Kenek/Laden 3.0000 org 35,000.00 105,000.00 Tukang Batu Kasar 0.5000 org 35,000.00 17,500.00 Kepala Tukang 0.0500 org 45,000.00 2,250.00 Mandor 0.0100 org 45,000.00 450.00 Alat 30,000.00 Concrete Mixer 0.4000 m³ 47,500.00 19,000.00 Vibrator 0.4000 m³ 20,000.00 8,000.00 Ember 0.2000 bh 5,000.00 1,000.00 Pacul 0.0200 bh 45,000.00 900.00 Sekop 0.0200 bh 55,000.00 1,100.00
20 Beton 1:3:5, dgn Koral 576,450.00 Bahan 421,250.00 Semen PC 4.8000 sak 54,000.00 259,200.00 Pasir Beton 0.6500 m³ 106,000.00 68,900.00 Batu Koral 0.9000 m³ 103,500.00 93,150.00 Upah 125,200.00 Kenek/Laden 3.0000 org 35,000.00 105,000.00 Tukang Batu Kasar 0.5000 org 35,000.00 17,500.00 Kepala Tukang 0.0500 org 45,000.00 2,250.00 Mandor 0.0100 org 45,000.00 450.00 Alat 30,000.00 Concrete Mixer 0.4000 m³ 47,500.00 19,000.00 Vibrator 0.4000 m³ 20,000.00 8,000.00 Ember 0.2000 bh 5,000.00 1,000.00 Pacul 0.0200 bh 45,000.00 900.00 Sekop 0.0200 bh 55,000.00 1,100.00
21 Beton Ready Mix K.225 583,608.33 Bahan 520,150.00 Beton Ready Mix K.225 1.0300 m³ 505,000.00 520,150.00 Upah 25,333.33 Kenek/Laden 0.5000 org 35,000.00 17,500.00 Tukang Batu Kasar 0.1667 org 35,000.00 5,833.33 Kepala Tukang 0.0333 org 45,000.00 1,500.00 Mandor 0.0111 org 45,000.00 500.00 Alat 38,125.00 Pompa Beton 1.0000 m³ 15,000.00 15,000.00 Vibrator 1.0000 m³ 20,000.00 20,000.00 Ember 0.1250 bh 5,000.00 625.00 Pacul 0.0250 bh 45,000.00 1,125.00 Sekop 0.0250 bh 55,000.00 1,375.00
m³
m³
m³
m³
22 Beton Ready Mix K.175 480,608.33 Bahan 417,150.00 Beton Ready Mix K.175 1.0300 m³ 405,000.00 417,150.00 Upah 25,333.33 Kenek/Laden 0.5000 org 35,000.00 17,500.00 Tukang Batu Kasar 0.1667 org 35,000.00 5,833.33 Kepala Tukang 0.0333 org 45,000.00 1,500.00 Mandor 0.0111 org 45,000.00 500.00 Alat 38,125.00 Pompa Beton 1.0000 m³ 15,000.00 15,000.00 Vibrator 1.0000 m³ 20,000.00 20,000.00 Ember 0.1250 bh 5,000.00 625.00 Pacul 0.0250 bh 45,000.00 1,125.00 Sekop 0.0250 bh 55,000.00 1,375.00
23 Pembesian Ulir kg 10,301.50 Bahan 9,720.00 Besi Beton Ulir U.32 1.0500 kg 9,000.00 9,450.00 Kawat Beton 0.0150 kg 18,000.00 270.00 Upah 581.50 Kenek/Laden 0.0070 org 35,000.00 245.00 Tukang Besi 0.0070 org 41,000.00 287.00 Kepala Tukang 0.0007 org 45,000.00 31.50 Mandor 0.0004 org 45,000.00 18.00 Alat - Bar Cutter 0.0000 kg 1,000.00 - Bar Binder 0.0000 kg 1,000.00 -
24 Pembesian Polos kg 10,826.50 Bahan 10,245.00 Besi Beton Polos U.24 1.0500 kg 9,500.00 9,975.00 Kawat Beton 0.0150 kg 18,000.00 270.00 Upah 581.50 Kenek/Laden 0.0070 org 35,000.00 245.00 Tukang Besi 0.0070 org 41,000.00 287.00 Kepala Tukang 0.0007 org 45,000.00 31.50 Mandor 0.0004 org 45,000.00 18.00 Alat - Bar Cutter 0.0000 kg 1,000.00 - Bar Binder 0.0000 kg 1,000.00 -
25 Bekisting Poer 2xpakai dgn Papan 2/20 91,240.00 Bahan 61,600.00 Kayu Kelas IV 0.0400 m³ 1,450,000.00 58,000.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.3000 kg 12,000.00 3,600.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 29,640.00 Kenek/Laden 0.5200 org 35,000.00 18,200.00 Tukang Kayu Kasar 0.2600 org 35,000.00 9,100.00 Kepala Tukang 0.0260 org 45,000.00 1,170.00 Mandor 0.0260 org 45,000.00 1,170.00
26 Bekisting Poer 2xpakai dgn Triplex 9mm 148,420.00 Bahan 110,800.00 Triplek 9mm 0.3500 lbr 110,000.00 38,500.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
m³
m²
m²
27 Bekisting Poer 2xpakai dgn Triplex 12mm 160,670.00 Bahan 123,050.00 Triplek 12mm 0.3500 lbr 145,000.00 50,750.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
28 Bekisting Sloof 2xpakai dgn Papan 2/20 91,240.00 Bahan 61,600.00 Kayu Kelas IV 0.0400 m³ 1,450,000.00 58,000.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.3000 kg 12,000.00 3,600.00 Paku 10-12cm 0.0000 kg 12,000.00 - Kawat Beton 0.0000 kg 18,000.00 - Upah 29,640.00 Kenek/Laden 0.5200 org 35,000.00 18,200.00 Tukang Kayu Kasar 0.2600 org 35,000.00 9,100.00 Kepala Tukang 0.0260 org 45,000.00 1,170.00 Mandor 0.0260 org 45,000.00 1,170.00
29 Bekisting Sloof 2xpakai dgn Triplex 9mm 148,420.00 Bahan 110,800.00 Triplek 9mm 0.3500 lbr 110,000.00 38,500.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
30 Bekisting Sloof 2xpakai dgn Triplex 12mm 160,670.00 Bahan 123,050.00 Triplek 12mm 0.3500 lbr 145,000.00 50,750.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 0.0000 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
31 Bekisting Kolom 2xpakai dgn Papan 2/20 91,240.00 Bahan 61,600.00 Kayu Kelas IV 0.0400 m³ 1,450,000.00 58,000.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.3000 kg 12,000.00 3,600.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 29,640.00 Kenek/Laden 0.5200 org 35,000.00 18,200.00 Tukang Kayu Kasar 0.2600 org 35,000.00 9,100.00 Kepala Tukang 0.0260 org 45,000.00 1,170.00 Mandor 0.0260 org 45,000.00 1,170.00
m²
m²
m²
m²
m²
32 Bekisting Kolom 2xpakai dgn Triplex 9mm 148,420.00 Bahan 110,800.00 Triplek 9mm 0.3500 lbr 110,000.00 38,500.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
33 Bekisting Kolom 2xpakai dgn Triplex 12mm 160,670.00 Bahan 123,050.00 Triplek 12mm 0.3500 lbr 145,000.00 50,750.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
34 Bekisting Balok 2xpakai dgn Papan 2/20 138,590.00 Bahan 121,040.00 Kayu Kelas IV 0.0126 m³ 1,450,000.00 18,270.00 Kayu Kelas IV 0.0069 m³ 1,450,000.00 10,005.00 Kayu Kelas IV 0.0042 m³ 1,450,000.00 6,090.00 Kayu Kelas IV 0.0365 m³ 1,450,000.00 52,925.00 Kayu Kelas IV 0.0060 m³ 1,450,000.00 8,700.00 Kayu Kelas IV 0.0133 m³ 1,450,000.00 19,285.00 Benang Rami 0.0500 glg 2,500.00 125.00 Paku 5-7cm 0.2200 kg 12,000.00 2,640.00 Paku 10-12cm 0.2500 kg 12,000.00 3,000.00 Upah 17,550.00 Kenek/Laden 0.3000 org 35,000.00 10,500.00 Tukang Kayu Kasar 0.1500 org 35,000.00 5,250.00 Kepala Tukang 0.0300 org 45,000.00 1,350.00 Mandor 0.0100 org 45,000.00 450.00
35 Bekisting Balok 2xpakai dgn Triplex 9mm 189,020.00 Bahan 151,400.00 Triplek 9mm 0.3500 lbr 110,000.00 38,500.00 Kayu Kelas IV 0.0400 m³ 1,450,000.00 58,000.00 Kayu Kelas IV 0.0180 m³ 1,450,000.00 26,100.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
36 Bekisting Balok 2xpakai dgn Triplex 12mm 201,270.00 Bahan 163,650.00 Triplek 12mm 0.3500 lbr 145,000.00 50,750.00 Kayu Kelas IV 0.0400 m³ 1,450,000.00 58,000.00 Kayu Kelas IV 0.0180 m³ 1,450,000.00 26,100.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
m²
m²
m²
m²
m²
37 Bekisting Plat 2xpakai dgn Papan 2/20 90,306.30 Bahan 74,218.80 Kayu Kelas IV 0.0156 m³ 1,450,000.00 22,620.00 Kayu Kelas IV 0.0083 m³ 1,450,000.00 12,035.00 Kayu Kelas IV 0.0042 m³ 1,450,000.00 6,090.00 Kayu Kelas IV 0.0146 m³ 1,450,000.00 21,170.00 Kayu Kelas IV 0.0066 m³ 1,450,000.00 9,570.00 Benang Rami 0.0500 glg 2,500.00 125.00 Paku 5-7cm 0.1686 kg 12,000.00 2,023.20 Paku 10-12cm 0.0488 kg 12,000.00 585.60 Upah 16,087.50 Kenek/Laden 0.2750 org 35,000.00 9,625.00 Tukang Kayu Kasar 0.1375 org 35,000.00 4,812.50 Kepala Tukang 0.0275 org 45,000.00 1,237.50 Mandor 0.0092 org 45,000.00 412.50
38 Bekisting Plat 2xpakai dgn Triplex 9mm 232,670.00 Bahan 195,050.00 Triplek 9mm 0.3500 lbr 110,000.00 38,500.00 Kayu Kelas IV 0.0400 m³ 1,450,000.00 58,000.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Dolken 6.0000 btg 12,000.00 72,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
39 Bekisting Plat 2xpakai dgn Triplex 12mm 244,920.00 Bahan 207,300.00 Triplek 12mm 0.3500 lbr 145,000.00 50,750.00 Kayu Kelas IV 0.0400 m³ 1,450,000.00 58,000.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Dolken 6.0000 btg 12,000.00 72,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
40 Pondasi setempat non-konvensional 2,719,095.00 Beton 1:2:3 dengan koral 1.0000 m³ 636,725.00 636,725.00 Pembesian Ulir 180.0000 kg 10,301.50 1,854,270.00 Bekisting Poer dengan Kayu 2.5000 m² 91,240.00 228,100.00
41 Pondasi setempat konvensional 2,628,190.00 Beton 1:2:3 dengan split 1.0000 m³ 667,850.00 667,850.00 Pembesian Polos 160.0000 kg 10,826.50 1,732,240.00 Bekisting Poer 2xpakai dgn Papan 2/20 2.5000 m² 91,240.00 228,100.00
42 Pondasi menerus non-konvensional 2,719,095.00 Beton 1:2:3 dengan koral 1.0000 m³ 636,725.00 636,725.00 Pembesian Ulir 180.0000 kg 10,301.50 1,854,270.00 Bekisting Poer dengan Kayu 2.5000 m² 91,240.00 228,100.00
43 Pondasi menerus konvensional 2,628,190.00 Beton 1:2:3 dengan split 1.0000 m³ 667,850.00 667,850.00 Pembesian Polos 160.0000 kg 10,826.50 1,732,240.00 Bekisting Poer dengan Kayu 2.5000 m² 91,240.00 228,100.00
44 Pondasi plat 2,546,040.83 Beton K 225 1.0000 m³ 583,608.33 583,608.33 Pembesian Ulir 175.0000 kg 10,301.50 1,802,762.50 Bekisting Poer dengan Kayu 1.7500 m² 91,240.00 159,670.00
45 Sloof Konvensional 2,130,650.50 Beton 1:2:3 dengan split 1.0000 m³ 667,850.00 667,850.00 Pembesian Polos 125.0000 kg 10,826.50 1,353,312.50 Bekisting Sloof 2xpakai dgn Papan 2/20 1.2000 m² 91,240.00 109,488.00
46 Sloof Non Konvensional 2,288,164.00 Beton 1:2:3 dengan split 1.0000 m³ 667,850.00 667,850.00 Pembesian Ulir 140.0000 kg 10,301.50 1,442,210.00 Bekisting Sloof dengan Triplek 9 mm 1.2000 m² 148,420.00 178,104.00
m²
m²
m²
m³
m³
m³
m³
m³
m³
m³
47 Bekisting Kolom 2xpakai dgn Papan 2/20 130,792.70 Bahan 48,955.20 Kayu Kelas IV 0.0156 m³ 1,450,000.00 22,620.00 Kayu Kelas IV 0.0066 m³ 1,450,000.00 9,570.00 Kayu Kelas IV 0.0091 m³ 1,450,000.00 13,195.00 Benang Rami 0.0500 glg 2,500.00 125.00 Paku 5-7cm 0.1955 kg 12,000.00 2,346.00 Paku 10-12cm 0.0916 kg 12,000.00 1,099.20 Upah 11,700.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
48 Bekisting Tangga 2xpakai dgn Papan 2/20 86,225.00 Bahan 54,050.00 Kayu Kelas IV 0.0156 m³ 1,450,000.00 22,620.00 Kayu Kelas IV 0.0083 m³ 1,450,000.00 12,035.00 Kayu Kelas IV 0.0042 m³ 1,450,000.00 6,090.00 Kayu Kelas IV 0.0036 m³ 1,450,000.00 5,220.00 Kayu Kelas IV 0.0016 m³ 1,450,000.00 2,320.00 Benang Rami 0.0500 glg 2,500.00 125.00 Paku 5-7cm 0.2200 kg 12,000.00 2,640.00 Paku 10-12cm 0.2500 kg 12,000.00 3,000.00 Upah 32,175.00 Kenek/Laden 0.5500 org 35,000.00 19,250.00 Tukang Kayu Kasar 0.2750 org 35,000.00 9,625.00 Kepala Tukang 0.0550 org 45,000.00 2,475.00 Mandor 0.0183 org 45,000.00 825.00
49 Bekisting Tangga 2xpakai dgn Triplex 9mm 170,170.00 Bahan 132,550.00 Triplek 9mm 0.3500 lbr 110,000.00 38,500.00 Kayu Kelas IV 0.0300 m³ 1,450,000.00 43,500.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
50 Bekisting Tangga 2xpakai dgn Triplex 12mm 182,420.00 Bahan 144,800.00 Triplek 12mm 0.3500 lbr 145,000.00 50,750.00 Kayu Kelas IV 0.0300 m³ 1,450,000.00 43,500.00 Kayu Kelas IV 0.0150 m³ 1,450,000.00 21,750.00 Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Kayu Kelas IV 0.0000 m³ 1,450,000.00 - Dolken 2.0000 btg 12,000.00 24,000.00 Benang Rami 0.0000 glg 2,500.00 - Paku 5-7cm 0.4000 kg 12,000.00 4,800.00 Paku 10-12cm 0.0000 kg 12,000.00 - Upah 37,620.00 Kenek/Laden 0.6600 org 35,000.00 23,100.00 Tukang Kayu Kasar 0.3300 org 35,000.00 11,550.00 Kepala Tukang 0.0330 org 45,000.00 1,485.00 Mandor 0.0330 org 45,000.00 1,485.00
51 Bekisting Beton Praktis 44,718.20 Bahan 38,775.00 Kayu Kelas IV 0.0231 m³ 1,450,000.00 33,495.00 Paku 5-7cm 0.1100 kg 12,000.00 1,320.00 Kawat Beton 0.2200 kg 18,000.00 3,960.00 Upah 5,943.20 Kenek/Laden 0.0782 org 35,000.00 2,737.00 Tukang Kayu Kasar 0.0782 org 35,000.00 2,737.00 Kepala Tukang 0.0078 org 45,000.00 351.90 Mandor 0.0026 org 45,000.00 117.30
52 Beton Kolom non-konvensional 1 2,893,170.00 Beton 1:2:3 dengan split 1.0000 m3 667,850.00 667,850.00 Pembesian Ulir 180.0000 kg 10,301.50 1,854,270.00 Bekisting Kolom dengan Triplek 9 2.5000 m2 148,420.00 371,050.00
53 Beton Kolom non-konvensional 2 3,251,613.33 Beton K225 1.0000 m3 583,608.33 583,608.33 Pembesian Ulir 220.0000 kg 10,301.50 2,266,330.00 Bekisting Kolom dengan Triplek 12 2.5000 m2 160,670.00 401,675.00
m²
m²
m²
m²
m²
m³
m³
54 Beton Kolom konvensional 2,519,925.00 Beton 1:2:3 dengan split 1.0000 m3 667,850.00 667,850.00 Pembesian Polos 150.0000 kg 10,826.50 1,623,975.00 Bekisting Kolom dengan Kayu 2.5000 m2 91,240.00 228,100.00
55 Beton Balok non-konvensional 1 2,994,670.00 Beton 1:2:3 dengan split 1.0000 m3 667,850.00 667,850.00 Pembesian Ulir 180.0000 kg 10,301.50 1,854,270.00 Bekisting Balok dgn triplek 9 mm 2.5000 m2 189,020.00 472,550.00
56 Beton Balok non-konvensional 2 3,353,113.33 Beton K 225 1.0000 m3 583,608.33 583,608.33 Pembesian Ulir 220.0000 kg 10,301.50 2,266,330.00 Bekisting Balok dgn triplek 12 mm 2.5000 m2 201,270.00 503,175.00
57 Beton Balok konvensional 2,638,300.00 Beton 1:2:3 dengan split 1.0000 m3 667,850.00 667,850.00 Pembesian Polos 150.0000 kg 10,826.50 1,623,975.00 Bekisting Balok dengan Kayu 2.5000 m2 138,590.00 346,475.00
58 Beton Plat Lantai Non Konvensional 1 2,929,292.50 Beton 1:2:3 dengan Split 1.0000 m3 667,850.00 667,850.00 Pembesian Ulir 180.0000 kg 10,301.50 1,854,270.00 Bekisting Plat dengan Triplek 9 mm 1.7500 m2 232,670.00 407,172.50
59 Beton Plat Lantai Non Konvensional 2 3,278,548.33 Beton K 225 1.0000 m3 583,608.33 583,608.33 Pembesian Ulir 220.0000 kg 10,301.50 2,266,330.00 Bekisting Plat dengan Triplek 12 mm 1.7500 m2 244,920.00 428,610.00
60 Beton Plat Lantai Konvensional 2,449,861.03 Beton 1:2:3 dgn Split 1.0000 m3 667,850.00 667,850.00 Pembesian Polos 150.0000 kg 10,826.50 1,623,975.00 Bekisting Plat dgn Kayu 1.7500 m2 90,306.30 158,036.03
61 Beton Tangga Non Konvensional 1 2,726,324.00 Beton 1:2:3 dengan split 1.0000 m3 667,850.00 667,850.00 Pembesian Ulir 180.0000 kg 10,301.50 1,854,270.00 Bekisting Tangga dgn triplek 9 mm 1.2000 m2 170,170.00 204,204.00
62 Beton Tangga Non Konvensional 2 2,965,827.33 Beton K225 1.0000 m3 583,608.33 583,608.33 Pembesian Ulir 210.0000 kg 10,301.50 2,163,315.00 Bekisting Tangga dgn triplek 12 mm 1.2000 m2 182,420.00 218,904.00
63 Beton Tangga Konvensional 2,395,295.00 Beton 1:2:3 dengan split 1.0000 m3 667,850.00 667,850.00 Pembesian Polos 150.0000 kg 10,826.50 1,623,975.00 Bekisting Tangga dgn kayu 1.2000 m2 86,225.00 103,470.00
64 Beton Kolom Praktis 2,078,908.00 Beton 1:3:5 dengan split 1.0000 m3 613,800.00 613,800.00 Pembesian Polos 125.0000 kg 10,826.50 1,353,312.50 Bekisting Beton praktis 2.5000 m2 44,718.20 111,795.50
II KAYU65 Struktur Rangka Kayu 3,138,000.00
Bahan 2,810,000.00 Kayu Kelas II 1.2500 m³ 2,200,000.00 2,750,000.00 Paku 10-12cm 5.0000 kg 12,000.00 60,000.00 Upah 328,000.00 Kenek/Laden 4.0000 org 35,000.00 140,000.00 Tukang Kayu Kasar 4.0000 org 35,000.00 140,000.00 Kepala Tukang 0.8000 org 45,000.00 36,000.00 Mandor 0.2667 org 45,000.00 12,000.00
III BAJA66 Struktur Rangka Baja kg 19,340.00
Bahan 14,375.00 Besi WF 1.1500 kg 12,500.00 14,375.00 Mata Gerinda U.Pek.Besi/Baja 0.0000 bh 21,250.00 - Mata Bor U.Pek.Besi/Baja 0.0000 bh 20,000.00 - Kawat Las 0.0000 kg 20,000.00 - Oksigen U.Pek.Besi/Baja 0.0000 tbg 78,000.00 - Acetyline U.Pek.Besi/Baja 0.0000 tbg 150,000.00 - Upah 4,965.00 Kenek/Laden 0.0600 org 35,000.00 2,100.00 Tukang Besi 0.0600 org 41,000.00 2,460.00 Kepala Tukang 0.0060 org 45,000.00 270.00 Mandor 0.0030 org 45,000.00 135.00 Upah - Transport 0.0000 kg 143.75 - Kenek/Laden 0.0000 org 35,000.00 - Tukang Besi 0.0000 org 41,000.00 - Kepala Tukang 0.0000 org 45,000.00 - Mandor 0.0000 org 45,000.00 -
m³
m³
m³
m³
m³
m³
m³
m³
m³
m³
m³
m³
BATA/BATAKO/CELCON
67 Spesi 1:3 510,500.00 Bahan 510,500.00 Semen PC 7.0000 sak 54,000.00 378,000.00 Pasir Beton 1.2500 m³ 106,000.00 132,500.00
68 Spesi 1:4 461,800.00 Bahan 461,800.00 Semen PC 6.0000 sak 54,000.00 324,000.00 Pasir Beton 1.3000 m³ 106,000.00 137,800.00
69 Spesi 1:5 423,900.00 Bahan 423,900.00 Semen PC 5.2000 sak 54,000.00 280,800.00 Pasir Beton 1.3500 m³ 106,000.00 143,100.00
70 Spesi 1:6 386,000.00 Bahan 386,000.00 Semen PC 4.4000 sak 54,000.00 237,600.00 Pasir Beton 1.4000 m³ 106,000.00 148,400.00
71 Pas.Bataco Semen 1:3 51,921.70 Bahan 40,174.20 Bataco PC 13.7500 bh 2,350.00 32,312.50 Semen PC 0.0000 sak 54,000.00 - Pasir Beton 0.0000 m³ 106,000.00 - Spesi 1:3 0.0154 m³ 510,500.00 7,861.70 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
72 Pas. Bataco Semen 1:4 51,171.72 Bahan 39,424.22 Bataco PC 13.7500 bh 2,350.00 32,312.50 Spesi 1:4 0.0154 m³ 461,800.00 7,111.72 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
73 Pas. Bataco Semen 1:5 50,588.06 Bahan 38,840.56 Bataco PC 13.7500 bh 2,350.00 32,312.50 Spesi 1:5 0.0154 m³ 423,900.00 6,528.06 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
74 Pas. Bata 1/2 batu 1:3 64,641.25 Bahan 52,893.75 Batu Bata 75.0000 bh 450.00 33,750.00 Spesi 1:3 0.0375 m³ 510,500.00 19,143.75 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
m³
m³
m³
m³
m²
m²
m²
m²
75 Pas. Bata 1/2 batu 1:4 62,815.00 Bahan 51,067.50 Batu Bata 75.0000 bh 450.00 33,750.00 Spesi 1:4 0.0375 m³ 461,800.00 17,317.50 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
76 Pas. Bata 1/2 batu 1:5 61,393.75 Bahan 49,646.25 Batu Bata 75.0000 bh 450.00 33,750.00 Spesi 1:5 0.0375 m³ 423,900.00 15,896.25 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
77 Pas. Celcon Blok T.10cm 1:3 57,859.20 Bahan 46,111.70 Celcon blok T.10cm 8.5000 bh 4,500.00 38,250.00 Spesi 1:3 0.0154 m³ 510,500.00 7,861.70 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
78 Pas. Celcon Blok T.10cm 1:4 57,109.22 Bahan 45,361.72 Celcon blok T.10cm 8.5000 bh 4,500.00 38,250.00 Spesi 1:4 0.0154 m³ 461,800.00 7,111.72 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
79 Pas. Celcon Blok T.7,5cm 1:3 55,868.25 Bahan 44,120.75 Celcon blok T.7,5cm 8.5000 bh 4,500.00 38,250.00 Spesi 1:3 0.0115 m³ 510,500.00 5,870.75 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
m²
m²
m²
m²
m²
80 Pas. Celcon Blok T.7,5cm 1:4 55,308.20 Bahan 43,560.70 Celcon blok T.7,5cm 8.5000 bh 4,500.00 38,250.00 Spesi 1:4 0.0115 m³ 461,800.00 5,310.70 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
81 Pas. Dinding Papan 96,800.00 Bahan 88,600.00 Kayu Kelas III 0.0360 m³ 1,700,000.00 61,200.00 Kayu Kelas III 0.0140 m³ 1,700,000.00 23,800.00 Paku 5-7cm 0.3000 kg 12,000.00 3,600.00 Upah 8,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
LAIN-LAIN
82 Pas. Dinding Seng Gelombang 64,433.33 Bahan 56,233.33 Seng Gelombang BJLS 30 0.7639 lbr 42,000.00 32,083.33 Kayu Kelas III 0.0105 m³ 1,700,000.00 17,850.00 Paku Seng 0.3000 kg 21,000.00 6,300.00 Upah 8,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
83 Pas. Beton PraCetak 309,851.70 Bahan 302,251.70 Beton Pra Cetak 1.0500 m² 285,000.00 299,250.00 Spesi 1:4 0.0065 m³ 461,800.00 3,001.70 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00
84 Pas. Batako Tras 1:3 40,234.20 Bahan 28,486.70 Bataco Tras 13.7500 bh 1,500.00 20,625.00 Spesi 1:3 0.0154 m³ 510,500.00 7,861.70 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
85 Pas. Batako Tras 1:4 39,484.22 Bahan 27,736.72 Bataco Tras 13.7500 bh 1,500.00 20,625.00 Spesi 1:4 0.0154 m³ 461,800.00 7,111.72 Upah 7,600.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Alat 4,147.50 Kayu Kelas IV 0.0020 m³ 1,450,000.00 2,900.00 Benang Rami 0.0590 glg 2,500.00 147.50 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
m²
m²
m²
m²
m²
m²
86 Pasang Dinding Triplek 6mm 61,308.68 Bahan 53,108.68 Triplek 6mm 0.3819 lbr 68,750.00 26,258.68 Kayu Kelas III 0.0105 m³ 1,700,000.00 17,850.00 Paku 5-7cm 0.3000 kg 12,000.00 3,600.00 Paku Triplex 0.3000 kg 18,000.00 5,400.00 Upah 8,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Batu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
87 Plesteran Bata 1:3 T. 1,5-2cm 24,181.00 Bahan 11,231.00 Spesi 1:3 0.0220 m³ 510,500.00 11,231.00 Upah 11,700.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Batu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00 Alat 1,250.00 Ember 0.0500 bh 5,000.00 250.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
88 Plesteran Bata 1:4 T. 1,5-2cm 23,109.60 Bahan 10,159.60 Spesi 1:4 0.0220 m³ 461,800.00 10,159.60 Upah 11,700.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Batu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00 Alat 1,250.00 Ember 0.0500 bh 5,000.00 250.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
89 Plesteran Beton 1:3 T.1,5-2cm 27,106.00 Bahan 11,231.00 Spesi 1:3 0.0220 m³ 510,500.00 11,231.00 Upah 14,625.00 Kenek/Laden 0.2500 org 35,000.00 8,750.00 Tukang Batu Kasar 0.1250 org 35,000.00 4,375.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00 Alat 1,250.00 Ember 0.0500 bh 5,000.00 250.00 Pacul 0.0100 bh 45,000.00 450.00 Sekop 0.0100 bh 55,000.00 550.00
90 Acian Plesteran 13,503.33 Bahan 2,970.00 Semen PC 0.0550 sak 54,000.00 2,970.00 Upah 10,533.33 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Batu Halus 0.0667 org 41,000.00 2,733.33 Kepala Tukang 0.0133 org 45,000.00 600.00 Mandor 0.0044 org 45,000.00 200.00
91 Sekonengan (Tali Air) m' 5,563.67 Bahan 297.00 Semen PC 0.0055 sak 54,000.00 297.00 Upah 5,266.67 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Batu Halus 0.0333 org 41,000.00 1,366.67 Kepala Tukang 0.0067 org 45,000.00 300.00 Mandor 0.0022 org 45,000.00 100.00
92 Profilan Plesteran 5x5 m' 27,300.25 Bahan 1,600.25 Spesi 1:3 0.0025 m³ 510,500.00 1,276.25 Semen PC 0.0060 sak 54,000.00 324.00 Upah 24,600.00 Kenek/Laden 0.4000 org 35,000.00 14,000.00 Tukang Batu Halus 0.2000 org 41,000.00 8,200.00 Kepala Tukang 0.0400 org 45,000.00 1,800.00 Mandor 0.0133 org 45,000.00 600.00 Alat 1,100.00 Ember 0.0400 bh 5,000.00 200.00 Pacul 0.0200 bh 45,000.00 900.00
m²
m²
m²
m²
m²
93 Profilan Plesteran 7,5x7,5 m' 41,038.50 Bahan 3,038.50 Spesi 1:3 0.0050 m³ 510,500.00 2,552.50 Semen PC 0.0090 sak 54,000.00 486.00 Upah 36,900.00 Kenek/Laden 0.6000 org 35,000.00 21,000.00 Tukang Batu Halus 0.3000 org 41,000.00 12,300.00 Kepala Tukang 0.0600 org 45,000.00 2,700.00 Mandor 0.0200 org 45,000.00 900.00 Alat 1,100.00 Ember 0.0400 bh 5,000.00 200.00 Pacul 0.0200 bh 45,000.00 900.00
94 Profilan Plesteran 10x10 m' 53,500.50 Bahan 3,200.50 Spesi 1:3 0.0050 m³ 510,500.00 2,552.50 Semen PC 0.0120 sak 54,000.00 648.00 Upah 49,200.00 Kenek/Laden 0.8000 org 35,000.00 28,000.00 Tukang Batu Halus 0.4000 org 41,000.00 16,400.00 Kepala Tukang 0.0800 org 45,000.00 3,600.00 Mandor 0.0267 org 45,000.00 1,200.00 Alat 1,100.00 Ember 0.0400 bh 5,000.00 200.00 Pacul 0.0200 bh 45,000.00 900.00
95 Pasang Kusen Pintu/Jendela 1 7,454,000.00 Bahan 6,630,000.00 Kayu Kelas I 1.2000 m³ 5,500,000.00 6,600,000.00 Paku 5-7cm 2.5000 kg 12,000.00 30,000.00 Upah 824,000.00 Kenek/Laden 4.0000 org 35,000.00 140,000.00 Tukang Kayu Halus 12.0000 org 45,000.00 540,000.00 Kepala Tukang 2.4000 org 45,000.00 108,000.00 Mandor 0.8000 org 45,000.00 36,000.00
96 Pasang Kusen Pintu/Jendela 2 *3/4 Jendela 1 5,590,500.00
97 Daun Pintu/Jendela 1 371,675.00 Bahan 185,375.00 Kayu Kelas I 0.0200 m³ 5,500,000.00 110,000.00 Triplek 6mm 0.6600 lbr 68,750.00 45,375.00 Paku 5-7cm 2.5000 kg 12,000.00 30,000.00 Upah 186,300.00 Kenek/Laden 0.6000 org 35,000.00 21,000.00 Tukang Kayu Halus 2.9000 org 45,000.00 130,500.00 Kepala Tukang 0.5800 org 45,000.00 26,100.00 Mandor 0.1933 org 45,000.00 8,700.00
98 Daun Pintu/Jendela 2 *3/4 Jendela 1 278,756.25
99 Daun Pintu/Jendela 3 *3/4 Jendela 2 209,067.19
100 Pas. Kunci dan Pengantung 1 bh 152,500.00 Bahan 130,000.00 Kunci 2 slaag 1.0000 bh 100,000.00 100,000.00 Engsel 3.0000 bh 10,000.00 30,000.00 Upah Pasang 22,500.00 Tukang Kayu Halus 0.5000 org 45,000.00 22,500.00
101 Pas. Kunci dan Pengantung 3 *3/4 Penggantu bh 114,375.00
102 Pas. Kaca Jendela 5 mm 98,400.00 Bahan 86,400.00 Kaca 1.8000 m² 48,000.00 86,400.00 Upah 12,000.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Kayu Halus 0.1500 org 45,000.00 6,750.00
103 Pas. Dinding Bambu 143,240.00 Bahan 143,240.00 Bambu 5.0000 btg 7,000.00 35,000.00 Kayu Kelas II 0.0360 m³ 2,200,000.00 79,200.00 Pas. Dinding Papan 0.3000 m² 96,800.00 29,040.00
104 Pas Dinding GRC 76,716.67 Bahan 153,433.33 GRC (Papan Fibersemen) 1.0000 m² 47,000.00 47,000.00 Seng Gelombang BJLS 30 1.0000 lbr 42,000.00 42,000.00 1 m2 Dinding Seng 1.0000 m2 64,433.33 64,433.33
m³
m³
m²
m²
m²
m²
m²
m²
105 Gording 3,044,000.00 Bahan 2,676,000.00 Kayu Kelas II 1.2000 m³ 2,200,000.00 2,640,000.00 Paku 10-12cm 3.0000 kg 12,000.00 36,000.00 Upah 368,000.00 Kenek/Laden 4.0000 org 35,000.00 140,000.00 Tukang Kayu Halus 4.0000 org 45,000.00 180,000.00 Kepala Tukang 0.8000 org 45,000.00 36,000.00 Mandor 0.2667 org 45,000.00 12,000.00
106 Gording Exposed 3,320,000.00 Bahan 2,676,000.00 Kayu Kelas II 1.2000 m³ 2,200,000.00 2,640,000.00 Paku 10-12cm 3.0000 kg 12,000.00 36,000.00 Upah 644,000.00 Kenek/Laden 7.0000 org 35,000.00 245,000.00 Tukang Kayu Halus 7.0000 org 45,000.00 315,000.00 Kepala Tukang 1.4000 org 45,000.00 63,000.00 Mandor 0.4667 org 45,000.00 21,000.00
107 Kuda-kuda Exposed 3,937,000.00 Bahan 3,385,000.00 Kayu Kelas II 1.2500 m³ 2,200,000.00 2,750,000.00 Paku 10-12cm 5.0000 kg 12,000.00 60,000.00 Baut Aisan Kap 25.0000 kg 23,000.00 575,000.00 Upah 552,000.00 Kenek/Laden 6.0000 org 35,000.00 210,000.00 Tukang Kayu Halus 6.0000 org 45,000.00 270,000.00 Kepala Tukang 1.2000 org 45,000.00 54,000.00 Mandor 0.4000 org 45,000.00 18,000.00
108 Gording Canal C kg 14,782.51 Bahan 11,438.13 Besi Kanal C 1.1000 kg 10,000.00 11,000.00 Mata Gerinda U.Pek.Besi/Baja 0.0025 bh 21,250.00 53.13 Mata Bor U.Pek.Besi/Baja 0.0025 bh 20,000.00 50.00 Kawat Las 0.0025 kg 20,000.00 50.00 Baut Sekrup dia 3mm-2,5cm 0.1500 bh 380.00 57.00 Oksigen U.Pek.Besi/Baja 0.0010 tbg 78,000.00 78.00 Acetyline U.Pek.Besi/Baja 0.0010 tbg 150,000.00 150.00 Upah 1,920.00 Kenek/Laden 0.0200 org 35,000.00 700.00 Tukang Besi 0.0200 org 41,000.00 820.00 Kepala Tukang 0.0067 org 45,000.00 300.00 Mandor 0.0022 org 45,000.00 100.00 Upah Erection+Transport 1,424.38 Transport 1.0000 ls 114.38 114.38 Kenek/Laden 0.0200 org 35,000.00 700.00 Tukang Besi 0.0100 org 41,000.00 410.00 Kepala Tukang 0.0033 org 45,000.00 150.00 Mandor 0.0011 org 45,000.00 50.00
109 Kuda-kuda Baja Besi Siku kg 20,029.07 Bahan 16,006.50 Besi Siku 1.1000 kg 13,500.00 14,850.00 Mata Gerinda U.Pek.Besi/Baja 0.0100 bh 21,250.00 212.50 Mata Bor U.Pek.Besi/Baja 0.0100 bh 20,000.00 200.00 Kawat Las 0.0030 kg 20,000.00 60.00 Oksigen U.Pek.Besi/Baja 0.0030 tbg 78,000.00 234.00 Acetyline U.Pek.Besi/Baja 0.0030 tbg 150,000.00 450.00 Upah 2,880.00 Kenek/Laden 0.0300 org 35,000.00 1,050.00 Tukang Besi 0.0300 org 41,000.00 1,230.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00 Upah Erection+Transport 1,142.57 Transport 1.0000 ls 160.07 160.07 Kenek/Laden 0.0150 org 35,000.00 525.00 Tukang Besi 0.0075 org 41,000.00 307.50 Kepala Tukang 0.0025 org 45,000.00 112.50 Mandor 0.0008 org 45,000.00 37.50
ATAP
110 Pas. Kaso 28,386.35 Bahan 20,600.00 Kayu Kelas II 0.0080 m³ 2,200,000.00 17,600.00 Paku 10-12cm 0.2500 kg 12,000.00 3,000.00 Upah 7,786.35 Kenek/Laden 0.1331 org 35,000.00 4,658.50 Tukang Kayu Kasar 0.0666 org 35,000.00 2,329.25 Kepala Tukang 0.0133 org 45,000.00 598.95 Mandor 0.0044 org 45,000.00 199.65
m³
m³
m³
m²
111 Pas. Reng 18,067.50 Bahan 13,680.00 Kayu Kelas II 0.0060 m³ 2,200,000.00 13,200.00 Paku 5-7cm 0.0400 kg 12,000.00 480.00 Upah 4,387.50 Kenek/Laden 0.0750 org 35,000.00 2,625.00 Tukang Kayu Kasar 0.0375 org 35,000.00 1,312.50 Kepala Tukang 0.0075 org 45,000.00 337.50 Mandor 0.0025 org 45,000.00 112.50
112 Papan Nok m' 20,502.00 Bahan 14,652.00 Kayu Kelas II 0.0066 m³ 2,200,000.00 14,520.00 Paku 5-7cm 0.0110 kg 12,000.00 132.00 Upah 5,850.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00
113 Papan Talang Datar L.20cm m' 42,255.00 Bahan 33,480.00 Kayu Kelas II 0.0150 m³ 2,200,000.00 33,000.00 Paku 5-7cm 0.0400 kg 12,000.00 480.00 Upah 8,775.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Kayu Kasar 0.0750 org 35,000.00 2,625.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
114 Papan Talang Datar L.30cm m' 61,680.00 Bahan 49,980.00 Kayu Kelas II 0.0225 m³ 2,200,000.00 49,500.00 Paku 5-7cm 0.0400 kg 12,000.00 480.00 Upah 11,700.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
115 Papan Talang Jurai V L.20+20cm m' 40,792.50 Bahan 33,480.00 Kayu Kelas II 0.0150 m³ 2,200,000.00 33,000.00 Paku 5-7cm 0.0400 kg 12,000.00 480.00 Upah 7,312.50 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Kayu Kasar 0.0625 org 35,000.00 2,187.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50
116 Seng Talang Datar U.Talang L.20cm m' 33,780.00 Bahan 21,480.00 Seng Plat BJLS 30 0.5500 m' 35,000.00 19,250.00 Paku 5-7cm 0.0400 kg 12,000.00 480.00 Timah Patri 0.0500 kg 35,000.00 1,750.00 Upah 12,300.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Besi 0.1000 org 41,000.00 4,100.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
117 Seng Talang Datar U.Talang L.30cm m' 52,398.75 Bahan 33,948.75 Seng Plat BJLS 30 0.9163 m' 35,000.00 32,068.75 Paku 5-7cm 0.0400 kg 12,000.00 480.00 Timah Patri 0.0400 kg 35,000.00 1,400.00 Upah 18,450.00 Kenek/Laden 0.3000 org 35,000.00 10,500.00 Tukang Besi 0.1500 org 41,000.00 6,150.00 Kepala Tukang 0.0300 org 45,000.00 1,350.00 Mandor 0.0100 org 45,000.00 450.00
118 Seng Talang Jurai V L.20+20cm m' 33,430.00 Bahan 21,130.00 Seng Plat BJLS 30 0.5500 m' 35,000.00 19,250.00 Paku 5-7cm 0.0400 kg 12,000.00 480.00 Timah Patri 0.0400 kg 35,000.00 1,400.00 Upah 12,300.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Besi 0.1000 org 41,000.00 4,100.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
m²
119 Listplank Papan 2x20 m' 19,288.00 Bahan 11,088.00 Kayu Kelas II 0.0048 m³ 2,200,000.00 10,560.00 Paku 5-7cm 0.0440 kg 12,000.00 528.00 Upah 8,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
120 Listplank Papan 3x20 m' 24,568.00 Bahan 16,368.00 Kayu Kelas II 0.0072 m³ 2,200,000.00 15,840.00 Paku 5-7cm 0.0440 kg 12,000.00 528.00 Upah 8,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
121 Listplank Papan 3x30 m' 32,488.00 Bahan 24,288.00 Kayu Kelas II 0.0108 m³ 2,200,000.00 23,760.00 Paku 5-7cm 0.0440 kg 12,000.00 528.00 Upah 8,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
122 Pas. Genteng Plentong Badan 43,350.00 Bahan 37,500.00 Genteng Tanah Liat Badan 25.0000 bh 1,500.00 37,500.00 Upah 5,850.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00
123 Pas. Genteng Beton Badan Besar 49,312.50 Bahan 42,000.00 Genteng Beton Badan Besar 10.0000 bh 4,200.00 42,000.00 Upah 7,312.50 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Kayu Kasar 0.0625 org 35,000.00 2,187.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50
124 Pas. Genteng Beton Badan Sedang 59,312.50 Bahan 52,000.00 Genteng Beton Badan Sedang 13.0000 bh 4,000.00 52,000.00 Upah 7,312.50 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Kayu Kasar 0.0625 org 35,000.00 2,187.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50
125 Pas. Genteng Keramik Badan 85,600.00 Bahan 79,750.00 Genteng Keramik Badan 14.5000 bh 5,500.00 79,750.00 Upah 5,850.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Kasar 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00
126 Pas. Genteng Nok Plentong m' 29,805.00 Bahan 21,030.00 Genteng Tanah Liat Nok 3.5000 bh 2,700.00 9,450.00 Spesi 1:6 0.0300 m³ 386,000.00 11,580.00 Upah 8,775.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Kayu Kasar 0.0750 org 35,000.00 2,625.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
127 Pas. Genteng Nok Beton m' 41,355.00 Bahan 32,580.00 Genteng Beton Nok 3.5000 bh 6,000.00 21,000.00 Spesi 1:6 0.0300 m³ 386,000.00 11,580.00 Upah 8,775.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Kayu Kasar 0.0750 org 35,000.00 2,625.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
m²
m²
m²
m²
128 Pas. Genteng Nok Keramik m' 55,355.00 Bahan 46,580.00 Genteng Keramik Nok 3.5000 bh 10,000.00 35,000.00 Spesi 1:6 0.0300 m³ 386,000.00 11,580.00 Upah 8,775.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Kayu Kasar 0.0750 org 35,000.00 2,625.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
129 Pipa Air Hujan PVC dia 2" m' 23,950.00 Bahan 15,175.00 Pipa PVC Type D dia 2" 0.2750 btg 29,000.00 7,975.00 Sok & Knie PVC D dia 2" 1.0000 bh 4,500.00 4,500.00 Kawat Burung 0.2000 13,500.00 2,700.00 Upah 8,775.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Kayu Kasar 0.0750 org 35,000.00 2,625.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
130 Pipa Air Hujan PVC dia 3" m' 37,700.00 Bahan 26,000.00 Pipa PVC Type D dia 3" 0.2750 btg 58,000.00 15,950.00 Sok & Knie PVC D dia 3" 1.0000 bh 6,000.00 6,000.00 Kawat Burung 0.3000 m² 13,500.00 4,050.00 Upah 11,700.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Kayu Kasar 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
131 Pipa Air Hujan PVC dia 4" m' 42,775.00 Bahan 28,150.00 Pipa PVC Type D dia 4" 0.2750 btg 50,000.00 13,750.00 Sok & Knie PVC D dia 4" 1.0000 bh 9,000.00 9,000.00 Kawat Burung 0.4000 m² 13,500.00 5,400.00 Upah 14,625.00 Kenek/Laden 0.2500 org 35,000.00 8,750.00 Tukang Kayu Kasar 0.1250 org 35,000.00 4,375.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00
132 Pas. Atap Seng Gelombang 40,847.52 Bahan 29,665.02 Seng Gelombang BJLS 30 0.6878 lbr 42,000.00 28,885.92 Paku Seng 0.0371 kg 21,000.00 779.10 Upah 11,182.50 Kenek/Laden 0.1800 org 35,000.00 6,300.00 Tukang Kayu Kasar 0.0180 org 35,000.00 630.00 Kepala Tukang 0.0900 org 45,000.00 4,050.00 Mandor 0.0045 org 45,000.00 202.50
133 Pas. Perabung Seng m' 22,555.10 Bahan 20,683.60 Seng Plat BJLS 30 0.5780 m' 35,000.00 20,230.00 Paku Seng 0.0216 kg 21,000.00 453.60 Upah 1,871.50 Kenek/Laden 0.0250 org 35,000.00 875.00 Tukang Kayu Kasar 0.0250 org 35,000.00 875.00 Kepala Tukang 0.0025 org 45,000.00 112.50 Mandor 0.0002 org 45,000.00 9.00
134 Pas. Atap Asbes Gelombang/m2 27,586.60 Bahan 16,404.10 Asbes Gelombang/Asbes Genteng 0.6250 lbr 25,000.00 15,625.00 Paku Seng 0.0371 kg 21,000.00 779.10 Upah 11,182.50 Kenek/Laden 0.1800 org 35,000.00 6,300.00 Tukang Kayu Kasar 0.0180 org 35,000.00 630.00 Kepala Tukang 0.0900 org 45,000.00 4,050.00 Mandor 0.0045 org 45,000.00 202.50
135 Pas. Spandex/m2 89,961.60 Bahan 78,779.10 Spandek 1.2000 m² 65,000.00 78,000.00 Paku Seng 0.0371 kg 21,000.00 779.10 Upah 11,182.50 Kenek/Laden 0.1800 org 35,000.00 6,300.00 Tukang Kayu Kasar 0.0180 org 35,000.00 630.00 Kepala Tukang 0.0900 org 45,000.00 4,050.00 Mandor 0.0045 org 45,000.00 202.50
136 Atap Beton Non Konvensional 1 m' 535,493.52 Beton Ready Mix K.175 0.1440 m³ 480,608.33 69,207.60 Pembesian Polos 17.2800 kg 10,826.50 187,081.92 Bekisting Plat 2xpakai dgn Triplex 9mm 1.2000 m² 232,670.00 279,204.00
m²
m²
m²
m²
137 Atap Beton Non Konvensional 2 m' 453,504.00 Beton Ready Mix K.225 0.1440 m³ 583,608.33 84,039.60 Pembesian Ulir 21.6000 kg 10,301.50 222,512.40 Bekisting Plat 2xpakai dgn Triplex 12mm 0.6000 m² 244,920.00 146,952.00
138 Atap Beton Konvensional m' 318,427.56 Beton Site Mix 1:2:3 dengan Split 0.1200 m³ 667,850.00 80,142.00 Pembesian Polos 12.0000 kg 10,826.50 129,918.00 Bekisting Plat 2xpakai dgn Papan 2/20 1.2000 m² 90,306.30 108,367.56
LANGIT-LANGIT
139 Rangka Plafond Kaso 5X7 (bawah Kap) 57,406.00 Bahan 47,881.00 Kayu Kelas III 0.0168 m³ 1,700,000.00 28,560.00 Kayu Kelas III 0.0084 m³ 1,700,000.00 14,280.00 Kayu Kelas III 0.0010 m³ 1,700,000.00 1,700.00 Benang Rami 0.0500 glg 2,500.00 125.00 Paku 10-12cm 0.0270 kg 12,000.00 324.00 Paku 5-7cm 0.1600 kg 12,000.00 1,920.00 Paku 5-7cm 0.0810 kg 12,000.00 972.00 Upah 9,525.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Kayu Halus 0.0750 org 45,000.00 3,375.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
140 Rangka Plafond Kaso 4X6 (bawah Kap) 53,226.50 Bahan 45,289.00 Kayu Kelas III 0.0150 m³ 1,700,000.00 25,500.00 Kayu Kelas III 0.0090 m³ 1,700,000.00 15,300.00 Kayu Kelas III 0.0010 m³ 1,700,000.00 1,700.00 Benang Rami 0.0500 glg 2,500.00 125.00 Paku 10-12cm 0.0210 kg 12,000.00 252.00 Paku 5-7cm 0.1600 kg 12,000.00 1,920.00 Paku 5-7cm 0.0410 kg 12,000.00 492.00 Upah 7,937.50 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Kayu Halus 0.0625 org 45,000.00 2,812.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50
141 Rangka Plafond Kaso 5X7 (bawah Dak) 63,126.00 Bahan 53,601.00 Kayu Kelas III 0.0168 m³ 1,700,000.00 28,560.00 Kawat Plafond 1.0000 m' 20,000.00 20,000.00 Kayu Kelas III 0.0010 m³ 1,700,000.00 1,700.00 Benang Rami 0.0500 glg 2,500.00 125.00 Paku 10-12cm 0.0270 kg 12,000.00 324.00 Paku 5-7cm 0.1600 kg 12,000.00 1,920.00 Paku 5-7cm 0.0810 kg 12,000.00 972.00 Upah 9,525.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Kayu Halus 0.0750 org 45,000.00 3,375.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
142 Rangka Plafond Kaso 4X6 (bawah Dak) 57,926.50 Bahan 49,989.00 Kayu Kelas III 0.0150 m³ 1,700,000.00 25,500.00 Kawat Plafond 1.0000 m' 20,000.00 20,000.00 Kayu Kelas III 0.0010 m³ 1,700,000.00 1,700.00 Benang Rami 0.0500 glg 2,500.00 125.00 Paku 10-12cm 0.0210 kg 12,000.00 252.00 Paku 5-7cm 0.1600 kg 12,000.00 1,920.00 Paku 5-7cm 0.0410 kg 12,000.00 492.00 Upah 7,937.50 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Kayu Halus 0.0625 org 45,000.00 2,812.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50
143 Rangka Plafond Besi Hollow (Bawah Kap/Kuda-kuda) 47,241.21 Bahan 39,303.71 Besi Hollow 4x4x600cm 0.3666 btg 51,000.00 18,696.60 Besi Hollow 2x4x400cm 0.3666 btg 31,000.00 11,364.60 Besi Hollow 2x4x400cm 0.2222 btg 31,000.00 6,888.20 Baut Sekrup dia 3mm-2,5cm 5.8666 bh 380.00 2,229.31 Benang Rami 0.0500 glg 2,500.00 125.00 Upah 7,937.50 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Kayu Halus 0.0625 org 45,000.00 2,812.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50
m²
m²
m²
m²
m²
144 Rangka Plafond Besi Hollow (Bawah Dak/Plat Lantai) 42,575.01 Bahan 34,637.51 Besi Hollow 4x4x600cm 0.3666 btg 51,000.00 18,696.60 Besi Hollow 2x4x400cm 0.3666 btg 31,000.00 11,364.60 Besi Kanal C 0.2222 kg 10,000.00 2,222.00 Baut Sekrup dia 3mm-2,5cm 5.8666 bh 380.00 2,229.31 Benang Rami 0.0500 glg 2,500.00 125.00 Upah 7,937.50 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Kayu Halus 0.0625 org 45,000.00 2,812.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50
145 Plafond Triplex 4mm 25,794.70 Bahan 21,194.70 Triplek 4mm 0.3819 lbr 53,000.00 20,240.70 Paku Triplex 0.0530 kg 18,000.00 954.00 Upah 4,600.00 Kenek/Laden 0.0500 org 35,000.00 1,750.00 Tukang Kayu Halus 0.0500 org 45,000.00 2,250.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00
146 Plafond Triplex 6mm 32,959.63 Bahan 27,209.63 Triplek 6mm 0.3819 lbr 68,750.00 26,255.63 Paku Triplex 0.0530 kg 18,000.00 954.00 Upah 5,750.00 Kenek/Laden 0.0625 org 35,000.00 2,187.50 Tukang Kayu Halus 0.0625 org 45,000.00 2,812.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50
147 Plafond Gypsum 9mm 32,441.15 Bahan 23,241.15 Gypsum Board T.9mm 0.3819 lbr 58,500.00 22,341.15 Paku Triplex 0.0500 kg 18,000.00 900.00 Upah 9,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Halus 0.1000 org 45,000.00 4,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
148 Plafond Eternit/Asbes 22,000.00 Bahan 17,400.00 Eternit/Asbes 1.1000 m² 15,000.00 16,500.00 Paku Triplex 0.0500 kg 18,000.00 900.00 Upah 4,600.00 Kenek/Laden 0.0500 org 35,000.00 1,750.00 Tukang Kayu Halus 0.0500 org 45,000.00 2,250.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00
149 Plafond Akustik 142,760.00 Bahan 140,000.00 Akustik 1.6667 lbr 84,000.00 140,000.00 Upah 2,760.00 Kenek/Laden 0.0300 org 35,000.00 1,050.00 Tukang Kayu Halus 0.0300 org 45,000.00 1,350.00 Kepala Tukang 0.0060 org 45,000.00 270.00 Mandor 0.0020 org 45,000.00 90.00
150 Plafond Kayu 2/7/m2 54,511.00 Bahan 48,761.00 Kayu Kelas I 0.0088 m³ 5,500,000.00 48,125.00 Paku 5-7cm 0.0530 kg 12,000.00 636.00 Upah 5,750.00 Kenek/Laden 0.0625 org 35,000.00 2,187.50 Tukang Kayu Halus 0.0625 org 45,000.00 2,812.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50
151 List Sudut Profil Kayu 3x3 m' 10,046.00 Bahan 3,146.00 List Profil Kayu 3x3cm 0.2750 btg 10,000.00 2,750.00 Paku 5-7cm 0.0330 kg 12,000.00 396.00 Upah 6,900.00 Kenek/Laden 0.0750 org 35,000.00 2,625.00 Tukang Kayu Halus 0.0750 org 45,000.00 3,375.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
m²
m²
m²
m²
m²
m²
m²
152 List Sudut Profil Kayu 5x5 m' 13,860.00 Bahan 4,660.00 List Profil Kayu 5x5cm 0.2500 btg 16,000.00 4,000.00 Paku 5-7cm 0.0550 kg 12,000.00 660.00 Upah 9,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Halus 0.1000 org 45,000.00 4,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
153 List Sudut Profil Kayu 7,5x7,5 m' 15,600.00 Bahan 6,400.00 List Profil Kayu 7,5x7,5cm 0.2500 btg 22,000.00 5,500.00 Paku 5-7cm 0.0750 kg 12,000.00 900.00 Upah 9,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Halus 0.1000 org 45,000.00 4,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
154 List Sudut Profil Gypsum 5x5 m' 19,425.00 Bahan 10,225.00 List Profil Gypsum 5x5cm 0.5500 btg 17,500.00 9,625.00 Paku 5-7cm 0.0500 kg 12,000.00 600.00 Upah 9,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Halus 0.1000 org 45,000.00 4,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
155 List Sudut Profil Gypsum 7,5x7,5 m' 27,800.00 Bahan 16,300.00 List Profil Gypsum 7,5x7,5cm 0.5500 btg 28,000.00 15,400.00 Paku 5-7cm 0.0750 kg 12,000.00 900.00 Upah 11,500.00 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Kayu Halus 0.1250 org 45,000.00 5,625.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00
156 List Sudut Profil Gypsum 7,5x10 m' 31,500.00 Bahan 17,700.00 List Profil Gypsum 7,5x10cm 0.5500 btg 30,000.00 16,500.00 Paku 5-7cm 0.1000 kg 12,000.00 1,200.00 Upah 13,800.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Kayu Halus 0.1500 org 45,000.00 6,750.00 Kepala Tukang 0.0300 org 45,000.00 1,350.00 Mandor 0.0100 org 45,000.00 450.00
LANTAI
157 Rabat Beton T.5cm Tanpa Tulang 36,840.00 Bahan 30,690.00 Beton Site Mix 1:3:5 dengan Split 0.0500 m³ 613,800.00 30,690.00 Upah 6,150.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Batu Halus 0.0500 org 41,000.00 2,050.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00
158 Rabat Beton T.7cm Tanpa Tulang 52,191.00 Bahan 42,966.00 Beton Site Mix 1:3:5 dengan Split 0.0700 m³ 613,800.00 42,966.00 Upah 9,225.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Halus 0.0750 org 41,000.00 3,075.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
159 Rabat Beton T.5cm dengan Tulang 57,990.65 Bahan 51,840.65 Beton Site Mix 1:3:5 dengan Split 0.0500 m³ 613,800.00 30,690.00 Pembesian Polos 1.9536 kg 10,826.50 21,150.65 Upah 6,150.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Batu Halus 0.0500 org 41,000.00 2,050.00 Kepala Tukang 0.0100 org 45,000.00 450.00 Mandor 0.0033 org 45,000.00 150.00
160 Rabat Beton T.7cm dengan Tulang 77,547.91 Bahan 68,322.91 Beton Site Mix 1:3:5 dengan Split 0.0500 m³ 613,800.00 30,690.00 Pembesian Polos 3.4760 kg 10,826.50 37,632.91 Upah 9,225.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Halus 0.0750 org 41,000.00 3,075.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00
m²
m²
m²
m²
161 Pas.Keramik KW I Lantai 59,840.00 Bahan 47,065.00 Keramik Lantai 30x30 KW I 1.1000 m² 29,500.00 32,450.00 Spesi 1:6 0.0275 m³ 386,000.00 10,615.00 Semen Pengisi Nat 0.5000 kg 8,000.00 4,000.00 Upah 9,225.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Halus 0.0750 org 41,000.00 3,075.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00 Alat 3,550.00 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Pemotong Keramik 0.5000 m² 6,000.00 3,000.00
162 Pas.Plint Keramik KW I m' 12,104.70 Bahan 6,709.70 Keramik Lantai 30x30 KW I 0.1650 m² 29,500.00 4,867.50 Spesi 1:6 0.0027 m³ 386,000.00 1,042.20 Semen Pengisi Nat 0.1000 kg 8,000.00 800.00 Upah 1,845.00 Kenek/Laden 0.0300 org 35,000.00 1,050.00 Tukang Batu Halus 0.0150 org 41,000.00 615.00 Kepala Tukang 0.0030 org 45,000.00 135.00 Mandor 0.0010 org 45,000.00 45.00 Alat 3,550.00 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Pemotong Keramik 0.5000 m² 6,000.00 3,000.00
163 Pas.Keramik KW II Lantai 55,152.50 Bahan 43,915.00 Keramik Lantai 30x30 KW II 1.0500 m² 26,000.00 27,300.00 Spesi 1:6 0.0275 m³ 386,000.00 10,615.00 Semen Pengisi Nat 0.7500 kg 8,000.00 6,000.00 Upah 7,687.50 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Batu Halus 0.0625 org 41,000.00 2,562.50 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50 Alat 3,550.00 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Pemotong Keramik 0.5000 m² 6,000.00 3,000.00
164 Pas.Plint Keramik KW II m' 11,619.70 Bahan 6,532.20 Keramik Lantai 30x30 KW II 0.1650 m² 26,000.00 4,290.00 Spesi 1:6 0.0027 m³ 386,000.00 1,042.20 Semen Pengisi Nat 0.1500 kg 8,000.00 1,200.00 Upah 1,537.50 Kenek/Laden 0.0250 org 35,000.00 875.00 Tukang Batu Halus 0.0125 org 41,000.00 512.50 Kepala Tukang 0.0025 org 45,000.00 112.50 Mandor 0.0008 org 45,000.00 37.50 Alat 3,550.00 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Pemotong Keramik 0.5000 m² 6,000.00 3,000.00
165 Pas.Marmer Lantai 40X40 159,388.00 Bahan 129,738.00 Marmer Lantai 40x40 1.0500 m² 100,000.00 105,000.00 Spesi 1:6 0.0330 m³ 386,000.00 12,738.00 Semen Pengisi Nat 1.5000 kg 8,000.00 12,000.00 Upah 24,600.00 Kenek/Laden 0.4000 org 35,000.00 14,000.00 Tukang Batu Halus 0.2000 org 41,000.00 8,200.00 Kepala Tukang 0.0400 org 45,000.00 1,800.00 Mandor 0.0133 org 45,000.00 600.00 Alat 5,050.00 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Pemotong Keramik 0.7500 m² 6,000.00 4,500.00
166 Pas.Plint Marmer 10X40 m' 23,443.80 Bahan 13,473.80 Marmer Lantai 40x40 0.1100 m² 100,000.00 11,000.00 Spesi 1:6 0.0033 m³ 386,000.00 1,273.80 Semen Pengisi Nat 0.1500 kg 8,000.00 1,200.00 Upah 4,920.00 Kenek/Laden 0.0800 org 35,000.00 2,800.00 Tukang Batu Halus 0.0400 org 41,000.00 1,640.00 Kepala Tukang 0.0080 org 45,000.00 360.00 Mandor 0.0027 org 45,000.00 120.00 Alat 5,050.00 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Pemotong Keramik 0.7500 m² 6,000.00 4,500.00
m²
m²
m²
167 Pas.Marmer Lantai 40X60 261,238.00 Bahan 230,738.00 Marmer Lantai 40x60 1.0500 m² 200,000.00 210,000.00 Spesi 1:6 0.0330 m³ 386,000.00 12,738.00 Semen Pengisi Nat 1.0000 kg 8,000.00 8,000.00 Upah 24,600.00 Kenek/Laden 0.4000 org 35,000.00 14,000.00 Tukang Batu Halus 0.2000 org 41,000.00 8,200.00 Kepala Tukang 0.0400 org 45,000.00 1,800.00 Mandor 0.0133 org 45,000.00 600.00 Alat 5,900.00 Ember 0.1000 bh 5,000.00 500.00 Pacul 0.0200 bh 45,000.00 900.00 Pemotong Keramik 0.7500 m² 6,000.00 4,500.00
168 Pas.Plint Marmer 10X60 m' 34,008.80 Bahan 24,073.80 Marmer Lantai 40x60 0.1100 m² 200,000.00 22,000.00 Spesi 1:6 0.0033 m³ 386,000.00 1,273.80 Semen Pengisi Nat 0.1000 kg 8,000.00 800.00 Upah 5,535.00 Kenek/Laden 0.0900 org 35,000.00 3,150.00 Tukang Batu Halus 0.0450 org 41,000.00 1,845.00 Kepala Tukang 0.0090 org 45,000.00 405.00 Mandor 0.0030 org 45,000.00 135.00 Alat 4,400.00 Ember 0.1000 bh 5,000.00 500.00 Pacul 0.0200 bh 45,000.00 900.00 Pemotong Keramik 0.5000 m² 6,000.00 3,000.00
169 Pas. Granito Tile 30x30 219,238.00 Bahan 188,738.00 Granito Lantai 30x30 1.0500 m² 160,000.00 168,000.00 Spesi 1:6 0.0330 m³ 386,000.00 12,738.00 Semen Pengisi Nat 1.0000 kg 8,000.00 8,000.00 Upah 24,600.00 Kenek/Laden 0.4000 org 35,000.00 14,000.00 Tukang Batu Halus 0.2000 org 41,000.00 8,200.00 Kepala Tukang 0.0400 org 45,000.00 1,800.00 Mandor 0.0133 org 45,000.00 600.00 Alat 5,900.00 Ember 0.1000 bh 5,000.00 500.00 Pacul 0.0200 bh 45,000.00 900.00 Pemotong Keramik 0.7500 m² 6,000.00 4,500.00
170 Pas. Plint Granito Tile 10x30 m' 40,948.80 Bahan 19,673.80 Granito Lantai 30x30 0.1100 m² 160,000.00 17,600.00 Spesi 1:6 0.0033 m³ 386,000.00 1,273.80 Semen Pengisi Nat 0.1000 kg 8,000.00 800.00 Upah 15,375.00 Kenek/Laden 0.2500 org 35,000.00 8,750.00 Tukang Batu Halus 0.1250 org 41,000.00 5,125.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00 Alat 5,900.00 Ember 0.1000 bh 5,000.00 500.00 Pacul 0.0200 bh 45,000.00 900.00 Pemotong Keramik 0.7500 m² 6,000.00 4,500.00
171 Pas. Granito Tile 40x40 246,538.00 Bahan 216,038.00 Granito Lantai 40x40 1.0500 m² 186,000.00 195,300.00 Spesi 1:6 0.0330 m³ 386,000.00 12,738.00 Semen Pengisi Nat 1.0000 kg 8,000.00 8,000.00 Upah 24,600.00 Kenek/Laden 0.4000 org 35,000.00 14,000.00 Tukang Batu Halus 0.2000 org 41,000.00 8,200.00 Kepala Tukang 0.0400 org 45,000.00 1,800.00 Mandor 0.0133 org 45,000.00 600.00 Alat 5,900.00 Ember 0.1000 bh 5,000.00 500.00 Pacul 0.0200 bh 45,000.00 900.00 Pemotong Keramik 0.7500 m² 6,000.00 4,500.00
172 Pas. Plint Granito Tile 10x40 43,808.80 Bahan 22,533.80 Granito Lantai 40x40 0.1100 m² 186,000.00 20,460.00 Spesi 1:6 0.0033 m³ 386,000.00 1,273.80 Semen Pengisi Nat 0.1000 kg 8,000.00 800.00 Upah 15,375.00 Kenek/Laden 0.2500 org 35,000.00 8,750.00 Tukang Batu Halus 0.1250 org 41,000.00 5,125.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00 Alat 5,900.00 Ember 0.1000 bh 5,000.00 500.00 Pacul 0.0200 bh 45,000.00 900.00 Pemotong Keramik 0.7500 m² 6,000.00 4,500.00
m²
m²
m²
m²
173 Finishing Locis Kusen bh 13,397.00 Bahan 297.00 Semen PC 0.0055 sak 54,000.00 297.00 Upah 13,100.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Batu Halus 0.1000 org 41,000.00 4,100.00 Kepala Tukang 0.0333 org 45,000.00 1,500.00 Mandor 0.0111 org 45,000.00 500.00
174 Pas. Lantai Batu Tempel 123,890.00 Bahan 112,915.00 Batu Tempel 1.1000 m² 93,000.00 102,300.00 Spesi 1:6 0.0275 m³ 386,000.00 10,615.00 Upah 9,225.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Batu Halus 0.0750 org 41,000.00 3,075.00 Kepala Tukang 0.0150 org 45,000.00 675.00 Mandor 0.0050 org 45,000.00 225.00 Alat 1,750.00 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00 Pemotong Keramik 0.2000 m² 6,000.00 1,200.00
175 Beton Hardener Beban Sedang 131,163.33 Bahan 118,863.33 Beton Ready Mix K.175 0.0500 m³ 480,608.33 24,030.42 Pembesian Polos 3.4760 kg 10,826.50 37,632.91 Aditif Harcol 2.2000 kg 26,000.00 57,200.00 Upah 12,300.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Batu Halus 0.1000 org 41,000.00 4,100.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
176 Beton Hardener Beban Sedang 157,163.33 Bahan 144,863.33 Beton Ready Mix K.175 0.0500 m³ 480,608.33 24,030.42 Pembesian Polos 3.4760 kg 10,826.50 37,632.91 Aditif Harcol 3.2000 kg 26,000.00 83,200.00 Upah 12,300.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Batu Halus 0.1000 org 41,000.00 4,100.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
177 Beton Epoxy 105,163.33 Bahan 92,863.33 Beton Ready Mix K.175 0.0500 m³ 480,608.33 24,030.42 Pembesian Polos 3.4760 kg 10,826.50 37,632.91 Aditif Harcol 1.2000 kg 26,000.00 31,200.00 Upah 12,300.00 Kenek/Laden 0.2000 org 35,000.00 7,000.00 Tukang Batu Halus 0.1000 org 41,000.00 4,100.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
178 Pas. Lantai Papan 176,480.00 Bahan 167,280.00 Kayu Kelas II 0.0360 m³ 2,200,000.00 79,200.00 Kayu Kelas II 0.0384 m³ 2,200,000.00 84,480.00 Paku 5-7cm 0.3000 kg 12,000.00 3,600.00 Upah 9,200.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Kayu Halus 0.1000 org 45,000.00 4,500.00 Kepala Tukang 0.0200 org 45,000.00 900.00 Mandor 0.0067 org 45,000.00 300.00
179 Pas. Lantai Vinyl 114,227.50 Bahan 103,115.00 Vinyl 1.1000 m² 75,000.00 82,500.00 Spesi 1:6 0.0275 m³ 386,000.00 10,615.00 Lem 0.2000 tube 50,000.00 10,000.00 Upah 11,112.50 Kenek/Laden 0.1750 org 35,000.00 6,125.00 Tukang Kayu Halus 0.0875 org 45,000.00 3,937.50 Kepala Tukang 0.0175 org 45,000.00 787.50 Mandor 0.0058 org 45,000.00 262.50
180 Pas. Tegel 71,512.50 Bahan 69,500.00 Tegel Abu-abu 20 x 20 1.0500 m² 57,000.00 59,850.00 Spesi 1:6 0.0250 m³ 386,000.00 9,650.00 Upah 1,462.50 Kenek/Laden 0.0250 org 35,000.00 875.00 Tukang Batu Kasar 0.0125 org 35,000.00 437.50 Kepala Tukang 0.0025 org 45,000.00 112.50 Mandor 0.0008 org 45,000.00 37.50 Alat 550.00 Ember 0.0200 bh 5,000.00 100.00 Pacul 0.0100 bh 45,000.00 450.00
m²
m²
m²
m²
m²
m²
m²
181 Pas. Lantai Semen Floor 28,447.50 Bahan 24,352.50 Spesi 1:4 0.0525 m³ 461,800.00 24,244.50 Semen PC 0.0020 sak 54,000.00 108.00 Upah 4,095.00 Kenek/Laden 0.0700 org 35,000.00 2,450.00 Tukang Batu Kasar 0.0350 org 35,000.00 1,225.00 Kepala Tukang 0.0070 org 45,000.00 315.00 Mandor 0.0023 org 45,000.00 105.00
PELAPIS DINDING
182 Meni Kayu/Besi 8,087.50 Bahan 3,237.50 Cat Dasar Besi/Kayu (Meni) 0.1750 kg 18,500.00 3,237.50 Upah 2,750.00 Tukang Cat 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0167 org 45,000.00 750.00 Mandor 0.0056 org 45,000.00 250.00 Alat 2,100.00 Amplas Besi 0.5000 lbr 2,500.00 1,250.00 Kwas Cat 0.1000 bh 8,500.00 850.00
183 Residu Kayu 4,400.00 Bahan 800.00 Residu Kayu 0.1000 ltr 8,000.00 800.00 Upah 2,750.00 Kenek/Laden 0.0500 org 35,000.00 1,750.00 Kepala Tukang 0.0167 org 45,000.00 750.00 Mandor 0.0056 org 45,000.00 250.00 Alat 850.00 Kwas Cat 0.1000 bh 8,500.00 850.00
184 Cat Kayu/Besi 18,500.00 Bahan 9,650.00 Semen Putih 0.1000 kg 3,000.00 300.00 Cat Dasar Besi/Kayu (Meni) 0.1000 kg 18,500.00 1,850.00 Cat Besi/Kayu 0.2000 kg 37,500.00 7,500.00 Upah 5,500.00 Tukang Cat 0.1000 org 35,000.00 3,500.00 Kepala Tukang 0.0333 org 45,000.00 1,500.00 Mandor 0.0111 org 45,000.00 500.00 Alat 3,350.00 Amplas Besi 1.0000 lbr 2,500.00 2,500.00 Kwas Cat 0.1000 bh 8,500.00 850.00
185 Cat Tembok Dalam 11,531.25 Bahan 5,700.00 Cat Dasar Tembok (Plamur) 0.2000 kg 19,000.00 3,800.00 Cat Tembok Dalam 0.1000 kg 19,000.00 1,900.00 Upah 4,400.00 Tukang Cat 0.0800 org 35,000.00 2,800.00 Kepala Tukang 0.0267 org 45,000.00 1,200.00 Mandor 0.0089 org 45,000.00 400.00 Alat 1,431.25 Amplas Kayu 0.3300 lbr 2,500.00 825.00 Kwas Cat 0.0125 bh 8,500.00 106.25 Roll Cat 0.0250 bh 20,000.00 500.00
186 Cat Tembok Luar 12,231.25 Bahan 6,400.00 Cat Dasar Tembok (Plamur) 0.2000 kg 19,000.00 3,800.00 Cat Tembok Luar 0.1000 kg 26,000.00 2,600.00 Upah 4,400.00 Tukang Cat 0.0800 org 35,000.00 2,800.00 Kepala Tukang 0.0267 org 45,000.00 1,200.00 Mandor 0.0089 org 45,000.00 400.00 Alat 1,431.25 Amplas Kayu 0.3300 lbr 2,500.00 825.00 Kwas Cat 0.0125 bh 8,500.00 106.25 Roll Cat 0.0250 bh 20,000.00 500.00
187 Pas. Kaca 5 mm 63,146.00 Bahan 55,526.00 Kaca 0.7500 m² 48,000.00 36,000.00 Kayu kelas II 0.0031 m³ 2,200,000.00 6,776.00 Kayu kelas II 0.0053 m³ 2,200,000.00 11,550.00 Paku 5-7cm 0.1000 kg 12,000.00 1,200.00 Upah 7,620.00 Kenek/Laden 0.1200 org 35,000.00 4,200.00 Tukang Kayu Halus 0.0600 org 45,000.00 2,700.00 Kepala Tukang 0.0120 org 45,000.00 540.00 Mandor 0.0040 org 45,000.00 180.00
188 Pas. Pelapis Kayu 81,706.00 Bahan 74,086.00 Kayu kelas II 0.0255 m³ 2,200,000.00 56,056.00 Kayu kelas II 0.0053 m³ 2,200,000.00 11,550.00 Paku 5-7cm 0.1000 kg 12,000.00 1,200.00 Residu Kayu 1.2000 m² 4,400.00 5,280.00 Upah 7,620.00 Kenek/Laden 0.1200 org 35,000.00 4,200.00 Tukang Kayu Halus 0.0600 org 45,000.00 2,700.00 Kepala Tukang 0.0120 org 45,000.00 540.00 Mandor 0.0040 org 45,000.00 180.00
m²
m²
m²
m²
m²
m²
m²
m²
189 Composite Panel 133,283.50 Bahan 113,603.50 Kuda-kuda Baja Besi Siku 3.4250 kg 20,029.07 68,599.55 Composit Panel 0.3359 lbr 117,000.00 39,303.95 Baut Sekrup dia 3mm-2,5cm 15.0000 bh 380.00 5,700.00 Upah 19,680.00 Kenek/Laden 0.3200 org 35,000.00 11,200.00 Tukang Besi 0.1600 org 41,000.00 6,560.00 Kepala Tukang 0.0320 org 45,000.00 1,440.00 Mandor 0.0107 org 45,000.00 480.00
190 Pas. Keramik KW I 70,375.00 Bahan 52,000.00 Keramik Dinding 20x25 KW I 1.1000 m² 40,000.00 44,000.00 Spesi 1:4 0.0000 m³ 461,800.00 - Semen Pengisi Nat 1.0000 kg 8,000.00 8,000.00 Upah 15,375.00 Kenek/Laden 0.2500 org 35,000.00 8,750.00 Tukang Batu Halus 0.1250 org 41,000.00 5,125.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00 Alat 3,000.00 Ember 0.0000 bh 5,000.00 - Pacul 0.0000 bh 45,000.00 - Pemotong Keramik 0.5000 m² 6,000.00 3,000.00
191 Pas. Batu Alam 128,675.00 Bahan 110,300.00 Batu Tempel 1.1000 m² 93,000.00 102,300.00 Spesi 1:4 0.0000 m³ 461,800.00 - Semen Pengisi Nat 1.0000 kg 8,000.00 8,000.00 Upah 15,375.00 Kenek/Laden 0.2500 org 35,000.00 8,750.00 Tukang Batu Halus 0.1250 org 41,000.00 5,125.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00 Alat 3,000.00 Ember 0.0000 bh 5,000.00 - Pacul 0.0000 bh 45,000.00 - Pemotong Keramik 0.5000 m² 6,000.00 3,000.00
192 Pas. Terakota 59,375.00 Bahan 41,000.00 Terakota 1.1000 m² 30,000.00 33,000.00 Spesi 1:4 0.0000 m³ 461,800.00 - Semen Pengisi Nat 1.0000 kg 8,000.00 8,000.00 Upah 15,375.00 Kenek/Laden 0.2500 org 35,000.00 8,750.00 Tukang Batu Halus 0.1250 org 41,000.00 5,125.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00 Alat 3,000.00 Ember 0.0000 bh 5,000.00 - Pacul 0.0000 bh 45,000.00 - Pemotong Keramik 0.5000 m² 6,000.00 3,000.00
193 Pas. Keramik KW II 64,875.00 Bahan 46,500.00 Keramik Dinding 20x25 KW II 1.1000 m² 35,000.00 38,500.00 Spesi 1:4 0.0000 m³ 461,800.00 - Semen Pengisi Nat 1.0000 kg 8,000.00 8,000.00 Upah 15,375.00 Kenek/Laden 0.2500 org 35,000.00 8,750.00 Tukang Batu Halus 0.1250 org 41,000.00 5,125.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00 Alat 3,000.00 Ember 0.0000 bh 5,000.00 - Pacul 0.0000 bh 45,000.00 - Pemotong Keramik 0.5000 m² 6,000.00 3,000.00
194 Pas. Marmer 267,250.00 Bahan 109,000.00 Marmer Lantai 40x40 1.0500 m² 100,000.00 105,000.00 Spesi 1:6 0.0000 m³ 386,000.00 - Semen Pengisi Nat 0.5000 kg 8,000.00 4,000.00 Upah 153,750.00 Kenek/Laden 2.5000 org 35,000.00 87,500.00 Tukang Batu Halus 1.2500 org 41,000.00 51,250.00 Kepala Tukang 0.2500 org 45,000.00 11,250.00 Mandor 0.0833 org 45,000.00 3,750.00 Alat 4,500.00 Ember 0.0000 bh 5,000.00 - Pacul 0.0000 bh 45,000.00 - Pemotong Keramik 0.7500 m² 6,000.00 4,500.00
195 Pas. Granit 498,100.00 Bahan 469,000.00 Granito Lantai 40x40 2.5000 m² 186,000.00 465,000.00 Spesi 1:6 0.0000 m³ 386,000.00 - Semen Pengisi Nat 0.5000 kg 8,000.00 4,000.00 Upah 24,600.00 Kenek/Laden 0.4000 org 35,000.00 14,000.00 Tukang Batu Halus 0.2000 org 41,000.00 8,200.00 Kepala Tukang 0.0400 org 45,000.00 1,800.00 Mandor 0.0133 org 45,000.00 600.00 Alat 4,500.00 Ember 0.0000 bh 5,000.00 - Pacul 0.0000 bh 45,000.00 - Pemotong Keramik 0.7500 m² 6,000.00 4,500.00
m²
m²
m²
m²
m²
m²
m²
196 Titik Lampu Dalam Bawah Plafond titik 54,575.00 Bahan 32,650.00 Pipa Listrik Clipsal 1.0000 btg 5,000.00 5,000.00 Kabel NYM 2x1,5 Putih 0.1000 m' 3,000.00 300.00 Klem Pipa Listrik 5.0000 bh 800.00 4,000.00 Klem Kabel 0.1000 bks 3,500.00 350.00 T Doos Listrik 1.0000 bh 1,500.00 1,500.00 Fitting Plafond Lampu 1.0000 bh 7,500.00 7,500.00 Saklar Tunggal 1.0000 bh 14,000.00 14,000.00 Upah 20,625.00 Kenek/Laden 0.3000 org 35,000.00 10,500.00 Tukang Listrik 0.1500 org 45,000.00 6,750.00 Kepala Tukang 0.0750 org 45,000.00 3,375.00 Alat 1,300.00 Pahat Besi 0.0500 bh 13,000.00 650.00 Alat bantu Lain 0.0500 ls 13,000.00 650.00
197 Titik Lampu Dalam Bawah Dak titik 67,950.00 Bahan 39,150.00 Pipa Listrik Clipsal 1.0000 btg 5,000.00 5,000.00 Kabel NYM 2x1,5 Putih 0.1000 m' 3,000.00 300.00 Klem Pipa Listrik 5.0000 bh 800.00 4,000.00 Klem Kabel 0.1000 bks 3,500.00 350.00 T Doos Listrik 1.0000 bh 1,500.00 1,500.00 Pipa Flexible Listrik 1.0000 m' 6,500.00 6,500.00 Fitting Plafond Lampu 1.0000 bh 7,500.00 7,500.00 Saklar Tunggal 1.0000 bh 14,000.00 14,000.00 Upah 27,500.00 Kenek/Laden 0.4000 org 35,000.00 14,000.00 Tukang Listrik 0.2000 org 45,000.00 9,000.00 Kepala Tukang 0.1000 org 45,000.00 4,500.00 Alat 1,300.00 Pahat Besi 0.0500 bh 13,000.00 650.00 Alat bantu Lain 0.0500 ls 13,000.00 650.00
198 Titik Lampu Taman Jarak 5,00M titik 103,167.50 Bahan 58,255.00 Pipa Listrik Clipsal 1.0000 btg 5,000.00 5,000.00 Kabel NYY 3x3,5 Hitam 5.0000 m' 6,000.00 30,000.00 Klem Pipa Listrik 0.1000 bh 800.00 80.00 Klem Kabel 0.0500 bks 3,500.00 175.00 T Doos Listrik 1.0000 bh 1,500.00 1,500.00 Fitting Plafond Lampu 1.0000 bh 7,500.00 7,500.00 Saklar Tunggal 1.0000 bh 14,000.00 14,000.00 Upah 43,612.50 Galian Tanah 0.1000 m³ 27,375.00 2,737.50 Urugan Tanah Kembali 0.1000 m³ 8,750.00 875.00 Kenek/Laden 0.5000 org 35,000.00 17,500.00 Tukang Listrik 0.2500 org 45,000.00 11,250.00 Kepala Tukang 0.2500 org 45,000.00 11,250.00 Alat 1,300.00 Pahat Besi 0.0500 bh 13,000.00 650.00 Alat bantu Lain 0.0500 ls 13,000.00 650.00
199 Titik Stop Kontak Biasa titik 42,505.00 Bahan 17,205.00 Pipa Listrik Clipsal 1.0000 btg 5,000.00 5,000.00 Kabel NYM 3x1,5 Putih 0.1000 m' 4,500.00 450.00 Klem Pipa Listrik 0.1000 bh 800.00 80.00 Klem Kabel 0.0500 bks 3,500.00 175.00 T Doos Listrik 1.0000 bh 1,500.00 1,500.00 Stop Kontak Biasa 1.0000 bh 10,000.00 10,000.00 Upah 24,000.00 Kenek/Laden 0.3000 org 35,000.00 10,500.00 Tukang Listrik 0.1500 org 45,000.00 6,750.00 Kepala Tukang 0.1500 org 45,000.00 6,750.00 Alat 1,300.00 Pahat Besi 0.0500 bh 13,000.00 650.00 Alat bantu Lain 0.0500 ls 13,000.00 650.00
200 Titik Stop Kontak Khusus Kabel 3x2,5mm titik 53,355.00 Bahan 20,055.00 Pipa Listrik Clipsal 1.0000 btg 5,000.00 5,000.00 Kabel NYM 3x2,5 Putih 0.5000 m' 6,600.00 3,300.00 Klem Pipa Listrik 0.1000 bh 800.00 80.00 Klem Kabel 0.0500 bks 3,500.00 175.00 T Doos Listrik 1.0000 bh 1,500.00 1,500.00 Stop Kontak Biasa 1.0000 bh 10,000.00 10,000.00 Upah 32,000.00 Kenek/Laden 0.4000 org 35,000.00 14,000.00 Tukang Listrik 0.2000 org 45,000.00 9,000.00 Kepala Tukang 0.2000 org 45,000.00 9,000.00 Alat 1,300.00 Pahat Besi 0.0500 bh 13,000.00 650.00 Alat bantu Lain 0.0500 ls 13,000.00 650.00
201 Saklar Hotel bh 55,955.00 Bahan 30,655.00 Pipa Listrik Clipsal 1.0000 btg 5,000.00 5,000.00 Kabel NYM 3x1,5 Putih 0.1000 m' 4,500.00 450.00 Klem Pipa Listrik 0.1000 bh 800.00 80.00 Klem Kabel 0.0500 bks 3,500.00 175.00 Fitting Plafond Lampu 1.1000 bh 7,500.00 8,250.00 T Doos Listrik 1.0000 bh 1,500.00 1,500.00 Saklar Hotel 0.8000 bh 19,000.00 15,200.00 Upah 24,000.00 Kenek/Laden 0.3000 org 35,000.00 10,500.00 Tukang Listrik 0.1500 org 45,000.00 6,750.00 Kepala Tukang 0.1500 org 45,000.00 6,750.00 Alat 1,300.00 Pahat Besi 0.0500 bh 13,000.00 650.00 Alat bantu Lain 0.0500 ls 13,000.00 650.00
202 Toevoer bh 70,300.00 Bahan 27,700.00 Pipa Listrik Clipsal 0.5000 btg 5,000.00 2,500.00 Kabel Toevoer NYM 3x16mm 2.0000 m' 11,000.00 22,000.00 Klem Pipa Listrik 4.0000 bh 800.00 3,200.00 Upah 40,000.00 Kenek/Laden 0.5000 org 35,000.00 17,500.00 Tukang Listrik 0.2500 org 45,000.00 11,250.00 Kepala Tukang 0.2500 org 45,000.00 11,250.00 Alat 2,600.00 Pahat Besi 0.1000 bh 13,000.00 1,300.00 Alat bantu Lain 0.1000 ls 13,000.00 1,300.00
203 Arde/Pentanahan titik 138,475.00 Bahan 59,000.00 Kawat BC dia 6mm 4.0000 m' 8,500.00 34,000.00 Pipa GIP dia 1/2" 0.5000 btg 50,000.00 25,000.00 Upah 76,875.00 Kenek/Laden 0.7500 org 35,000.00 26,250.00 Tukang Listrik 0.7500 org 45,000.00 33,750.00 Kepala Tukang 0.3750 org 45,000.00 16,875.00 Alat 2,600.00 Pahat Besi 0.1000 bh 13,000.00 1,300.00 Alat bantu Lain 0.1000 ls 13,000.00 1,300.00
204 Box Sikring 2 Group bh 78,100.00 Bahan 36,800.00 Box Sikring 2 Group 1.0000 bh 25,500.00 25,500.00 MCB Sikring 0.0000 bh 37,500.00 - Pipa Listrik Clipsal 1.0000 btg 5,000.00 5,000.00 Klem Pipa Listrik 6.0000 bh 800.00 4,800.00 T Doos Listrik 1.0000 bh 1,500.00 1,500.00 Upah 40,000.00 Kenek/Laden 0.5000 org 35,000.00 17,500.00 Tukang Listrik 0.2500 org 45,000.00 11,250.00 Kepala Tukang 0.2500 org 45,000.00 11,250.00 Alat 1,300.00 Pahat Besi 0.0500 bh 13,000.00 650.00 Alat bantu Lain 0.0500 ls 13,000.00 650.00
205 Box Sikring 4 Group bh 120,200.00 Bahan 57,600.00 Box Sikring 4 Group 1.0000 bh 35,000.00 35,000.00 MCB Sikring 0.0000 bh 37,500.00 - Pipa Listrik Clipsal 2.0000 btg 5,000.00 10,000.00 Klem Pipa Listrik 12.0000 bh 800.00 9,600.00 T Doos Listrik 2.0000 bh 1,500.00 3,000.00 Upah 60,000.00 Kenek/Laden 0.7500 org 35,000.00 26,250.00 Tukang Listrik 0.3750 org 45,000.00 16,875.00 Kepala Tukang 0.3750 org 45,000.00 16,875.00 Alat 2,600.00 Pahat Besi 0.1000 bh 13,000.00 1,300.00 Alat bantu Lain 0.1000 ls 13,000.00 1,300.00
206 Box Sikring 6 Group bh 342,200.00 Bahan 300,900.00 Box Sikring 6 Group 1.0000 bh 42,000.00 42,000.00 MCB Sikring 6.0000 bh 37,500.00 225,000.00 Pipa Listrik Clipsal 3.0000 btg 5,000.00 15,000.00 Klem Pipa Listrik 18.0000 bh 800.00 14,400.00 T Doos Listrik 3.0000 bh 1,500.00 4,500.00 Upah 40,000.00 Kenek/Laden 0.5000 org 35,000.00 17,500.00 Tukang Listrik 0.2500 org 45,000.00 11,250.00 Kepala Tukang 0.2500 org 45,000.00 11,250.00 Alat 1,300.00 Pahat Besi 0.0500 bh 13,000.00 650.00 Alat bantu Lain 0.0500 ls 13,000.00 650.00
207 Box Sikring 8 Group bh 481,600.00 Bahan 397,700.00 Box Sikring 8 Group 1.0000 bh 52,500.00 52,500.00 MCB Sikring 8.0000 bh 37,500.00 300,000.00 Pipa Listrik Clipsal 4.0000 btg 5,000.00 20,000.00 Klem Pipa Listrik 24.0000 bh 800.00 19,200.00 T Doos Listrik 4.0000 bh 1,500.00 6,000.00 Upah 80,000.00 Kenek/Laden 1.0000 org 35,000.00 35,000.00 Tukang Listrik 0.5000 org 45,000.00 22,500.00 Kepala Tukang 0.5000 org 45,000.00 22,500.00 Alat 3,900.00 Pahat Besi 0.1500 bh 13,000.00 1,950.00 Alat bantu Lain 0.1500 ls 13,000.00 1,950.00
PIPA AIR BERSIH208 Pemipaan PVC AW dia 1" (Dibawah Tanah) m' 19,485.00
Bahan 8,337.50 Pipa PVC AW dia 1" 0.2625 btg 27,000.00 7,087.50 Sok & Knie PVC AW dia 1" 0.2500 bh 3,500.00 875.00 Lem PVC 0.0625 tube 6,000.00 375.00 Upah 10,067.50 Galian Tanah 0.1000 m³ 27,375.00 2,737.50 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Urugan Tanah Kembali 0.1000 m³ 8,750.00 875.00 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Kenek/Laden 0.0750 org 35,000.00 2,625.00 Tukang Pipa 0.0375 org 40,000.00 1,500.00 Kepala Tukang 0.0125 org 45,000.00 562.50 Mandor 0.0042 org 45,000.00 187.50 Alat 1,080.00 Pahat Besi 0.0100 bh 13,000.00 130.00 Blencong 0.0100 bh 50,000.00 500.00 Pacul 0.0100 bh 45,000.00 450.00
209 Pemipaan PVC AW dia 3/4" (Dibawah Lantai) m' 17,222.50 Bahan 7,700.00 Pipa PVC AW dia 3/4" 0.2625 btg 20,000.00 5,250.00 Sok & Knie PVC AW dia 3/4" 0.5000 bh 2,500.00 1,250.00 Lem PVC 0.2000 tube 6,000.00 1,200.00 Upah 8,442.50 Galian Tanah 0.1000 m³ 27,375.00 2,737.50 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Urugan Tanah Kembali 0.1000 m³ 8,750.00 875.00 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Kenek/Laden 0.0500 org 35,000.00 1,750.00 Tukang Pipa 0.0250 org 40,000.00 1,000.00 Kepala Tukang 0.0083 org 45,000.00 375.00 Mandor 0.0028 org 45,000.00 125.00 Alat 1,080.00 Pahat Besi 0.0100 bh 13,000.00 130.00 Blencong 0.0100 bh 50,000.00 500.00 Pacul 0.0100 bh 45,000.00 450.00
210 Pemipaan PVC AW dia 1/2" (Didalam Dinding) m' 14,028.75 Bahan 7,268.75 Pipa PVC AW dia 1/2" 0.2625 btg 15,500.00 4,068.75 Sok & Knie PVC AW dia 1/2" 1.0000 bh 2,000.00 2,000.00 Lem PVC 0.2000 tube 6,000.00 1,200.00 Upah 6,500.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Pipa 0.0500 org 40,000.00 2,000.00 Kepala Tukang 0.0167 org 45,000.00 750.00 Mandor 0.0056 org 45,000.00 250.00 Alat 260.00 Pahat Besi 0.0200 bh 13,000.00 260.00
211 Bak Meter PAM 30x50cm m' 242,652.83 Galian Tanah 0.4100 m³ 27,375.00 11,223.75 Pemadatan Tanah Pondasi 0.5900 m² 3,950.00 2,330.50 Urugan Pasir Pondasi 0.0600 m³ 100,950.00 6,057.00 Pas. Bata 1/2 batu 1:4 1.1200 m² 62,815.00 70,352.80 Plesteran Bata 1:4 T. 1,5-2cm 2.1000 m² 23,109.60 48,530.16 Urugan Tanah Kembali 0.2500 m³ 8,750.00 2,187.50 Plat Fibre Tutup 0.2700 m2 50,000.00 13,500.00 Stop Kran Logam dia 1/2" 1.0000 bh 25,000.00 25,000.00 Stop Kran Logam dia 3/4" 1.0000 bh 38,000.00 38,000.00 Acian Plesteran 0.3000 m² 13,503.33 4,051.00 Sekonengan (Tali Air) 3.8500 m' 5,563.67 21,420.12
212 Ground Tank Kap.1,20M3 bh 1,794,287.82 Urugan Pasir Pondasi 0.1600 m³ 100,950.00 16,152.00 Spesi 1:6 0.0680 m³ 386,000.00 26,248.00 Beton Site Mix 1:2:3 dengan Split 0.1700 m³ 667,850.00 113,534.50 Bekisting Plat 2xpakai dgn Triplex 9mm 13.1600 m² 58,167.50 765,484.30 Beton Site Mix 1:2:3 dengan Split 0.6600 m³ 667,850.00 440,781.00 Stop Kran Logam dia 1" 1.0000 bh 35,000.00 35,000.00 Pas. Keramik KW I 4.6000 m² 70,375.00 323,725.00 Pas.Keramik KW I Lantai 1.2000 m² 59,840.00 71,808.00 Urugan Tanah Kembali 0.1700 m³ 8,750.00 1,487.50 Acian Plesteran 0.0050 m² 13,503.33 67.52
213 Pas. Kran Air m' 18,870.00 Bahan 16,120.00 Kran Air 1.0000 bh 13,500.00 13,500.00 Sok & Knie PVC AW dia 3/4" 1.0000 bh 2,500.00 2,500.00 Lem PVC 0.0200 tube 6,000.00 120.00 Upah 2,750.00 Kenek/Laden 0.0500 org 35,000.00 1,750.00 Tukang Pipa 0.0250 org 40,000.00 1,000.00
214 Pemipaan PVC D dia 1,5" (Bawah Wastafel/K'Zink) m' 73,830.00 Bahan 67,330.00 Kitchen Zink 0.3300 bh 166,000.00 54,780.00 Pipa PVC Type D dia 1,5" 0.2625 btg 28,000.00 7,350.00 Sok & Knie PVC D dia 1,5" 1.0000 bh 4,000.00 4,000.00 Lem PVC 0.2000 tube 6,000.00 1,200.00 Upah 6,500.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Pipa 0.0500 org 40,000.00 2,000.00 Kepala Tukang 0.0167 org 45,000.00 750.00 Mandor 0.0056 org 45,000.00 250.00
215 Pemipaan PVC D dia 2" (Bawah Lantai) m' 26,685.00 Bahan 13,912.50 Pipa PVC Type D dia 2" 0.2625 btg 29,000.00 7,612.50 Sok & Knie PVC D dia 2" 1.0000 bh 4,500.00 4,500.00 Lem PVC 0.3000 tube 6,000.00 1,800.00 Upah 11,692.50 Galian Tanah 0.1000 m³ 27,375.00 2,737.50 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Urugan Tanah Kembali 0.1000 m³ 8,750.00 875.00 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Kenek/Laden 0.1000 org 35,000.00 3,500.00 Tukang Pipa 0.0500 org 40,000.00 2,000.00 Kepala Tukang 0.0167 org 45,000.00 750.00 Mandor 0.0056 org 45,000.00 250.00 Alat 1,080.00 Pahat Besi 0.0100 bh 13,000.00 130.00 Blencong 0.0100 bh 50,000.00 500.00 Pacul 0.0100 bh 45,000.00 450.00
216 Pemipaan PVC D dia 3" (Bawah Lantai) m' 38,152.50 Bahan 23,625.00 Pipa PVC Type D dia 3" 0.2625 btg 58,000.00 15,225.00 Sok & Knie PVC D dia 3" 1.0000 bh 6,000.00 6,000.00 Lem PVC 0.4000 tube 6,000.00 2,400.00 Upah 13,317.50 Galian Tanah 0.1000 m³ 27,375.00 2,737.50 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Urugan Tanah Kembali 0.1000 m³ 8,750.00 875.00 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Pipa 0.0625 org 40,000.00 2,500.00 Kepala Tukang 0.0208 org 45,000.00 937.50 Mandor 0.0069 org 45,000.00 312.50 Alat 1,210.00 Pahat Besi 0.0200 bh 13,000.00 260.00 Blencong 0.0100 bh 50,000.00 500.00 Pacul 0.0100 bh 45,000.00 450.00
217 Pemipaan PVC D dia 4" (Closet) m' 60,917.50 Bahan 44,375.00 Closet 0.2500 bh 77,000.00 19,250.00 Pipa PVC Type D dia 4" 0.2625 btg 50,000.00 13,125.00 Sok & Knie PVC D dia 4" 1.0000 bh 9,000.00 9,000.00 Lem PVC 0.5000 tube 6,000.00 3,000.00 Upah 14,942.50 Galian Tanah 0.1000 m³ 27,375.00 2,737.50 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Urugan Tanah Kembali 0.1000 m³ 8,750.00 875.00 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Kenek/Laden 0.1500 org 35,000.00 5,250.00 Tukang Pipa 0.0750 org 40,000.00 3,000.00 Kepala Tukang 0.0250 org 45,000.00 1,125.00 Mandor 0.0083 org 45,000.00 375.00 Alat 1,600.00 Pahat Besi 0.0500 bh 13,000.00 650.00 Blencong 0.0100 bh 50,000.00 500.00 Pacul 0.0100 bh 45,000.00 450.00
218 Pemipaan PVC D dia 5" (Bawah Lantai) m' 65,567.50 Bahan 46,750.00 Pipa PVC Type D dia 5" 0.2625 btg 100,000.00 26,250.00 Sok & Knie PVC D dia 5" 1.0000 bh 17,500.00 17,500.00 Lem PVC 0.5000 tube 6,000.00 3,000.00 Upah 16,567.50 Galian Tanah 0.1000 m³ 27,375.00 2,737.50 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Urugan Tanah Kembali 0.1000 m³ 8,750.00 875.00 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Kenek/Laden 0.1750 org 35,000.00 6,125.00 Tukang Pipa 0.0875 org 40,000.00 3,500.00 Kepala Tukang 0.0292 org 45,000.00 1,312.50 Mandor 0.0097 org 45,000.00 437.50 Alat 2,250.00 Pahat Besi 0.1000 bh 13,000.00 1,300.00 Blencong 0.0100 bh 50,000.00 500.00 Pacul 0.0100 bh 45,000.00 450.00
219 Pemipaan PVC D dia 6" (Bawah Lantai) m' 79,117.50 Bahan 55,100.00 Pipa PVC Type D dia 6" 0.2625 btg 120,000.00 31,500.00 Sok & Knie PVC D dia 6" 1.0000 bh 20,000.00 20,000.00 Lem PVC 0.6000 tube 6,000.00 3,600.00 Upah 21,442.50 Galian Tanah 0.1000 m³ 27,375.00 2,737.50 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Urugan Tanah Kembali 0.1000 m³ 8,750.00 875.00 Pemadatan Tanah Pondasi 0.2000 m² 3,950.00 790.00 Kenek/Laden 0.2500 org 35,000.00 8,750.00 Tukang Pipa 0.1250 org 40,000.00 5,000.00 Kepala Tukang 0.0417 org 45,000.00 1,875.00 Mandor 0.0139 org 45,000.00 625.00 Alat 2,575.00 Pahat Besi 0.1250 bh 13,000.00 1,625.00 Blencong 0.0100 bh 50,000.00 500.00 Pacul 0.0100 bh 45,000.00 450.00
220 Pasang Floor Drain bh 22,475.00 Bahan 15,600.00 Floor Drain 1.0000 bh 15,000.00 15,000.00 Semen Putih 0.2000 kg 3,000.00 600.00 Upah 6,875.00 Kenek/Laden 0.1250 org 35,000.00 4,375.00 Tukang Pipa 0.0625 org 40,000.00 2,500.00
221 Bak Kontrol 30x30x50cm bh 172,981.17 Galian Tanah 0.2800 m³ 27,375.00 7,665.00 Pemadatan Tanah Pondasi 0.4200 m² 3,950.00 1,659.00 Urugan Pasir Pondasi 0.0400 m³ 100,950.00 4,038.00 Pas. Bata 1/2 batu 1:4 0.7300 m² 62,815.00 45,854.95 Beton Site Mix 1:2:3 dengan Split 0.0900 m³ 667,850.00 60,106.50 Plesteran Bata 1:4 T. 1,5-2cm 1.4800 m² 23,109.60 34,202.21 Urugan Tanah Kembali 0.1600 m³ 8,750.00 1,400.00 Beton Site Mix 1:2:3 dengan Split 0.0050 m³ 667,850.00 3,339.25 Besi Siku 0.7100 kg 13,500.00 9,585.00 Acian Plesteran 0.3800 m² 13,503.33 5,131.27
222 Septic Tank Silinder Fibre Glass Uk.dia 130cm x 185cm bh 4,877,487.25 Galian Tanah 2.6500 m³ 27,375.00 72,543.75 Pemadatan Tanah Pondasi 1.3300 m² 3,950.00 5,253.50 Urugan Pasir Pondasi 0.1300 m³ 100,950.00 13,123.50 Beton Site Mix 1:2:3 dengan Split 0.1300 m³ 667,850.00 86,820.50 Tanki Fibre dia 130x185cm T.5mm 1.0000 bh 4,656,000.00 4,656,000.00 Beton Site Mix 1:2:3 dengan Split 0.0600 m³ 667,850.00 40,071.00 Urugan Tanah Kembali 0.4200 m³ 8,750.00 3,675.00
223 Sumur Resapan Uk.dia 100cm x150cm bh 171,170.00 Galian Tanah 1.1800 m³ 27,375.00 32,302.50 Buis Beton 1.5000 bh 41,000.00 61,500.00 Urugan Tanah Kembali 0.3900 m³ 8,750.00 3,412.50 Urugan Pasir Pondasi 0.1600 m³ 100,950.00 16,152.00 Beton Site Mix 1:2:3 dengan Split 0.0800 m³ 667,850.00 53,428.00 Urugan Tanah Kembali 0.5000 m³ 8,750.00 4,375.00
224 Septic Tank 1x2x1M bh 2,716,138.44 Galian Tanah 5.5200 m³ 27,375.00 151,110.00 Pemadatan Tanah Pondasi 2.7600 m² 3,950.00 10,902.00 Beton 1:3:5, dgn Koral 0.1380 m³ 576,450.00 79,550.10 Beton Tulang LantaiBeton Site Mix 1:3:5 dengan Split 0.4200 m³ 613,800.00 257,796.00 Bekisting Beton Praktis 2.1300 m² 44,718.20 95,249.77 Pembesian Polos 58.6200 kg 10,826.50 634,649.43 Pas. Bata 1/2 batu 1:4 9.8900 m² 62,815.00 621,240.35 Beton Tulang RingbalkBeton Site Mix 1:3:5 dengan Split 0.0080 m³ 613,800.00 4,910.40 Bekisting Beton Praktis 0.2000 m² 44,718.20 8,943.64 Pembesian Polos 1.7000 kg 10,826.50 18,405.05 Beton Tulang Plat TengahBeton Site Mix 1:3:5 dengan Split 0.0300 m³ 613,800.00 18,414.00 Bekisting Beton Praktis 0.0000 m² 44,718.20 - Pembesian Polos 8.1400 kg 10,826.50 88,127.71 Beton Tulang Plat TutupBeton Site Mix 1:3:5 dengan Split 0.3000 m³ 613,800.00 184,140.00 Bekisting Beton Praktis 3.1300 m² 44,718.20 139,967.97 Pembesian Polos 28.8500 kg 10,826.50 312,344.53 Pipa PVC Type D dia 1,5" 3.0000 btg 28,000.00 84,000.00 Urugan Tanah Kembali 0.7300 m³ 8,750.00 6,387.50
225 Rembesan (0.6+1)x0.9x2M bh 204,719.50 Galian Tanah 1.6000 m³ 27,375.00 43,800.00 Injuk Rembean 0.5000 m² 12,000.00 6,000.00 Urugan Pasir Pondasi 0.1600 m³ 100,950.00 16,152.00 Batu Koral 0.2550 m³ 103,500.00 26,392.50 Batu Kali/Belah 0.9600 m³ 110,000.00 105,600.00 Injuk Rembean 0.2000 m² 12,000.00 2,400.00 Urugan Tanah Kembali 0.5000 m³ 8,750.00 4,375.00
REKAP ANALISA HARGA SATUAN
No Macam Pekerjaan SatJumlah Harga
Rp
I PEKERJAAN PERSIAPAN1 Pembersihan Konvensional m² 1,500.00 2 Pembersihan Non Konvensional m² 5,750.00 3 Direksi Keet/Gudang Konvensional m² 193,736.50 4 Direksi Keet/Gudang Non Konvensional m² 526,995.00 5 Pagar Sementara Konvensional m' 33,703.50 6 Pagar Sementara Non Konvensional m' 83,946.50
II PEKERJAAN STRUKTUR BAWAH7 Pasang Bouwplank m' 20,079.00 8 Galian Tanah m³ 27,375.00 9 Urugan Tanah Kembali m³ 8,750.00
10 Pemadatan Tanah Pondasi m² 3,950.00 11 Pemadatan Tanah Pondasi dengan Stamper m² 5,550.00 12 Urugan Pasir Pondasi m³ 100,950.00 13 Urugan Tanah dari Luar m³ 120,710.75 14 Urugan Tanah dari Dalam m³ 70,710.75 15 Pasangan Batu Kali 1:4 m³ 448,660.00 16 Pasangan Batu Kali 1:5 m³ 422,044.00
III PEKERJAAN STRUKTUR BETON17 Beton Site Mix 1:2:3 dengan Split m³ 667,850.00 18 Beton Site Mix 1:3:5 dengan Split m³ 613,800.00 19 Beton 1:2:3, dgn Koral m³ 636,725.00 20 Beton 1:3:5, dgn Koral m³ 576,450.00 21 Beton Ready Mix K.225 m³ 583,608.33 22 Beton Ready Mix K.175 m³ 480,608.33 23 Pembesian Ulir kg 10,301.50 24 Pembesian Polos kg 10,826.50 25 Bekisting Poer 2xpakai dgn Papan 2/20 m² 91,240.00 26 Bekisting Poer 2xpakai dgn Triplex 9mm m² 148,420.00 27 Bekisting Poer 2xpakai dgn Triplex 12mm m² 160,670.00 28 Bekisting Sloof 2xpakai dgn Papan 2/20 m² 91,240.00 29 Bekisting Sloof 2xpakai dgn Triplex 9mm m² 148,420.00 30 Bekisting Sloof 2xpakai dgn Triplex 12mm m² 160,670.00
31 Bekisting Kolom 2xpakai dgn Papan 2/20 m² 91,240.00 32 Bekisting Kolom 2xpakai dgn Triplex 9mm m² 148,420.00 33 Bekisting Kolom 2xpakai dgn Triplex 12mm m² 160,670.00 34 Bekisting Balok 2xpakai dgn Papan 2/20 m² 138,590.00 35 Bekisting Balok 2xpakai dgn Triplex 9mm m² 189,020.00 36 Bekisting Balok 2xpakai dgn Triplex 12mm m² 201,270.00 37 Bekisting Plat 2xpakai dgn Papan 2/20 m² 90,306.30 38 Bekisting Plat 2xpakai dgn Triplex 9mm m² 232,670.00 39 Bekisting Plat 2xpakai dgn Triplex 12mm m² 244,920.00 40 Pondasi setempat non-konvensional m³ 2,719,095.00 41 Pondasi setempat konvensional m³ 2,628,190.00 42 Pondasi menerus non-konvensional m³ 2,719,095.00 43 Pondasi menerus konvensional m³ 2,628,190.00 44 Pondasi plat m³ 2,546,040.83 45 Sloof Konvensional m³ 2,130,650.50 46 Sloof Non Konvensional m³ 2,288,164.00 47 Bekisting Kolom 2xpakai dgn Papan 2/20 m² 91,240.00 48 Bekisting Tangga 2xpakai dgn Papan 2/20 m² 86,225.00 49 Bekisting Tangga 2xpakai dgn Triplex 9mm m² 170,170.00 50 Bekisting Tangga 2xpakai dgn Triplex 12mm m² 182,420.00 51 Bekisting Beton Praktis m² 44,718.20 52 Beton Kolom non-konvensional 1 m³ 2,893,170.00 53 Beton Kolom non-konvensional 2 m³ 3,251,613.33 54 Beton Kolom konvensional m³ 2,519,925.00 55 Beton Balok non-konvensional 1 m³ 2,994,670.00 56 Beton Balok non-konvensional 2 m³ 3,353,113.33 57 Beton Balok konvensional m³ 2,638,300.00 58 Beton Plat Lantai Non Konvensional 1 m³ 2,929,292.50 59 Beton Plat Lantai Non Konvensional 2 m³ 3,278,548.33 60 Beton Plat Lantai Konvensional m³ 2,449,861.03 61 Beton Tangga Non Konvensional 1 m³ 2,726,324.00 62 Beton Tangga Non Konvensional 2 m³ 2,965,827.33 63 Beton Tangga Konvensional m³ 2,395,295.00 64 Beton Kolom Praktis m³ 2,078,908.00 65 Struktur Rangka Kayu m³ 3,138,000.00 66 Struktur Rangka Baja kg 19,340.00
IV PEKERJAAN DINDING67 Spesi 1:3 m³ 510,500.00 68 Spesi 1:4 m³ 461,800.00 69 Spesi 1:5 m³ 423,900.00 70 Spesi 1:6 m³ 386,000.00 71 Pas.Bataco Semen 1:3 m² 51,921.70 72 Pas. Bataco Semen 1:4 m² 51,171.72
73 Pas. Bataco Semen 1:5 m² 50,588.06 74 Pas. Bata 1/2 batu 1:3 m² 64,641.25 75 Pas. Bata 1/2 batu 1:4 m² 62,815.00 76 Pas. Bata 1/2 batu 1:5 m² 61,393.75 77 Pas. Celcon Blok T.10cm 1:3 m² 57,859.20 78 Pas. Celcon Blok T.10cm 1:4 m² 57,109.22 79 Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 80 Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 81 Pas. Dinding Papan m² 96,800.00 82 Pas. Dinding Seng Gelombang m² 64,433.33 83 Pas. Beton PraCetak m² 309,851.70 84 Pas. Batako Tras 1:3 m² 40,234.20 85 Pas. Batako Tras 1:4 m² 39,484.22 86 Pasang Dinding Triplek 6mm m² 61,308.68 87 Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 88 Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 89 Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 90 Acian Plesteran m² 13,503.33 91 Sekonengan (Tali Air) m' 5,563.67 92 Profilan Plesteran 5x5 m' 27,300.25 93 Profilan Plesteran 7,5x7,5 m' 41,038.50 94 Profilan Plesteran 10x10 m' 53,500.50 95 Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 96 Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 97 Daun Pintu/Jendela 1 m² 371,675.00 98 Daun Pintu/Jendela 2 m² 278,756.25 99 Daun Pintu/Jendela 3 m² 209,067.19
100 Pas. Kunci dan Pengantung 1 bh 152,500.00 101 Pas. Kunci dan Pengantung 3 bh 114,375.00 102 Pas. Kaca Jendela 5 mm m² 98,400.00 103 Pas. Dinding Bambu m² 143,240.00 104 Pas Dinding GRC m² 76,716.67
V PEKERJAAN ATAP105 Gording m³ 3,044,000.00 106 Gording Exposed m³ 3,320,000.00 107 Kuda-kuda Exposed m³ 3,937,000.00 108 Gording Canal C kg 14,782.51 109 Kuda-kuda Baja Besi Siku kg 20,029.07 110 Pas. Kaso m² 28,386.35 111 Pas. Reng m² 18,067.50 112 Papan Nok m' 20,502.00 113 Papan Talang Datar L.20cm m' 42,255.00 114 Papan Talang Datar L.30cm m' 61,680.00
115 Papan Talang Jurai V L.20+20cm m' 40,792.50 116 Seng Talang Datar U.Talang L.20cm m' 33,780.00 117 Seng Talang Datar U.Talang L.30cm m' 52,398.75 118 Seng Talang Jurai V L.20+20cm m' 33,430.00 119 Listplank Papan 2x20 m' 19,288.00 120 Listplank Papan 3x20 m' 24,568.00 121 Listplank Papan 3x30 m' 32,488.00 122 Pas. Genteng Plentong Badan m² 43,350.00 123 Pas. Genteng Beton Badan Besar m² 49,312.50 124 Pas. Genteng Beton Badan Sedang m² 59,312.50 125 Pas. Genteng Keramik Badan m² 85,600.00 126 Pas. Genteng Nok Plentong m' 29,805.00 127 Pas. Genteng Nok Beton m' 41,355.00 128 Pas. Genteng Nok Keramik m' 55,355.00 129 Pipa Air Hujan PVC dia 2" m' 23,950.00 130 Pipa Air Hujan PVC dia 3" m' 37,700.00 131 Pipa Air Hujan PVC dia 4" m' 42,775.00 132 Pas. Atap Seng Gelombang m² 40,847.52 133 Pas. Perabung Seng m' 22,555.10 134 Pas. Atap Asbes Gelombang/m2 m² 27,586.60 135 Pas. Spandex/m2 m² 89,961.60 136 Atap Beton Non Konvensional 1 m' 535,493.52 137 Atap Beton Non Konvensional 2 m' 453,504.00 138 Atap Beton Konvensional m' 318,427.56
VI PEKERJAAN LANGIT-LANGIT139 Rangka Plafond Kaso 5X7 (bawah Kap) m² 57,406.00 140 Rangka Plafond Kaso 4X6 (bawah Kap) m² 53,226.50 141 Rangka Plafond Kaso 5X7 (bawah Dak) m² 63,126.00 142 Rangka Plafond Kaso 4X6 (bawah Dak) m² 57,926.50 143 Rangka Plafond Besi Hollow (Bawah Kap/Kuda-kuda) m² 47,241.21 144 Rangka Plafond Besi Hollow (Bawah Dak/Plat Lantai) m² 42,575.01 145 Plafond Triplex 4mm m² 25,794.70 146 Plafond Triplex 6mm m² 32,959.63 147 Plafond Gypsum 9mm m² 32,441.15 148 Plafond Eternit/Asbes m² 22,000.00 149 Plafond Akustik m² 142,760.00 150 Plafond Kayu 2/7/m2 m² 54,511.00 151 List Sudut Profil Kayu 3x3 m' 10,046.00 152 List Sudut Profil Kayu 5x5 m' 13,860.00 153 List Sudut Profil Kayu 7,5x7,5 m' 15,600.00 154 List Sudut Profil Gypsum 5x5 m' 19,425.00 155 List Sudut Profil Gypsum 7,5x7,5 m' 27,800.00 156 List Sudut Profil Gypsum 7,5x10 m' 31,500.00
VII PEKERJAAN LANTAI157 Rabat Beton T.5cm Tanpa Tulang m² 36,840.00 158 Rabat Beton T.7cm Tanpa Tulang m² 52,191.00 159 Rabat Beton T.5cm dengan Tulang m² 57,990.65 160 Rabat Beton T.7cm dengan Tulang m² 77,547.91 161 Pas.Keramik KW I Lantai m² 59,840.00 162 Pas.Plint Keramik KW I m' 12,104.70 163 Pas.Keramik KW II Lantai m² 55,152.50 164 Pas.Plint Keramik KW II m' 11,619.70 165 Pas.Marmer Lantai 40X40 m² 159,388.00 166 Pas.Plint Marmer 10X40 m' 23,443.80 167 Pas.Marmer Lantai 40X60 m² 261,238.00 168 Pas.Plint Marmer 10X60 m' 34,008.80 169 Pas. Granito Tile 30x30 m² 219,238.00 170 Pas. Plint Granito Tile 10x30 m' 40,948.80 171 Pas. Granito Tile 40x40 m² 246,538.00 172 Pas. Plint Granito Tile 10x40 m² 43,808.80 173 Finishing Locis Kusen bh 13,397.00 174 Pas. Lantai Batu Tempel m² 123,890.00 175 Beton Hardener Beban Sedang m² 131,163.33 176 Beton Hardener Beban Sedang m² 131,163.33 177 Beton Epoxy m² 105,163.33 178 Pas. Lantai Papan m² 176,480.00 179 Pas. Lantai Vinyl m² 114,227.50 180 Pas. Tegel m² 71,512.50 181 Pas. Lantai Semen Floor m² 28,447.50
VIII PEKERJAAN PELAPIS DINDING182 Meni Kayu/Besi m² 8,087.50 183 Residu Kayu m² 4,400.00 184 Cat Kayu/Besi m² 18,500.00 185 Cat Tembok Dalam m² 11,531.25 186 Cat Tembok Luar m² 12,231.25 187 Pas. Kaca 5 mm m² 63,146.00 188 Pas. Pelapis Kayu m² 81,706.00 189 Composite Panel m² 133,283.50 190 Pas. Keramik KW I m² 70,375.00 191 Pas. Batu Alam m² 128,675.00 192 Pas. Terakota m² 59,375.00 193 Pas. Keramik KW II m² 64,875.00 194 Pas. Marmer m² 267,250.00 195 Pas. Granit m² 498,100.00
IX PEKERJAAN INSTALASI LISTRIK & AIR196 Titik Lampu Dalam Bawah Plafond titik 54,575.00 197 Titik Lampu Dalam Bawah Dak titik 67,950.00 198 Titik Lampu Taman Jarak 5,00M titik 103,167.50 199 Titik Stop Kontak Biasa titik 42,505.00 200 Titik Stop Kontak Khusus Kabel 3x2,5mm titik 53,355.00 201 Saklar Hotel bh 55,955.00 202 Toevoer bh 70,300.00 203 Arde/Pentanahan titik 138,475.00 204 Box Sikring 2 Group bh 78,100.00 205 Box Sikring 4 Group bh 120,200.00 206 Box Sikring 6 Group bh 342,200.00 207 Box Sikring 8 Group bh 481,600.00 208 Pemipaan PVC AW dia 1" (Dibawah Tanah) m' 19,485.00 209 Pemipaan PVC AW dia 3/4" (Dibawah Lantai) m' 17,222.50 210 Pemipaan PVC AW dia 1/2" (Didalam Dinding) m' 14,028.75 211 Bak Meter PAM 30x50cm m' 242,652.83 212 Ground Tank Kap.1,20M3 bh 1,794,287.82 213 Pas. Kran Air m' 18,870.00 214 Pemipaan PVC D dia 1,5" (Bawah Wastafel/K'Zink) m' 73,830.00 215 Pemipaan PVC D dia 2" (Bawah Lantai) m' 26,685.00 216 Pemipaan PVC D dia 3" (Bawah Lantai) m' 38,152.50 217 Pemipaan PVC D dia 4" (Closet) m' 60,917.50 218 Pemipaan PVC D dia 5" (Bawah Lantai) m' 65,567.50 219 Pemipaan PVC D dia 6" (Bawah Lantai) m' 79,117.50 220 Pasang Floor Drain bh 22,475.00 221 Bak Kontrol 30x30x50cm bh 172,981.17 222 Septic Tank Silinder Fibre Glass Uk.dia 130cm x 185cm bh 4,877,487.25 223 Sumur Resapan Uk.dia 100cm x150cm bh 171,170.00 224 Septic Tank 1x2x1M bh 2,716,138.44 225 Rembesan (0.6+1)x0.9x2M bh 204,719.50
ANALISA BILL OF QUANTITY
No. Macam Pekerjaan Satuan Harga Satuan Volume 1 Nilai 1 Volume 2 Nilai 2 Volume 3 Nilai 3 Volume 4 Nilai 4 Volume 5 Nilai 5 Volume 6 Nilai 6
BANGUNAN KATEGORI 1.1 99.00 119.00 77.00 122.00 66.00 182.00 1 Pembersihan Konvensional m² 1,500.00 165.00 247,500.00 200.00 300,000.00 187.12 280,685.25 99.96 149,940.00 45.60 68,400.00 114.66 171,990.00 2 Direksi Keet/Gudang Konvensional m² 193,736.50 - - - - - - - - - - - - 3 Pagar Sementara Konvensional m' 33,703.50 - - - - - - - - - - - - 4 Pasang Bouwplank m' 20,079.00 60.00 1,204,740.00 54.00 1,084,266.00 40.17 806,613.59 24.48 491,533.92 16.72 335,720.88 31.50 632,488.50 5 Galian Tanah m³ 27,375.00 67.54 1,848,907.50 58.60 1,604,175.00 109.79 3,005,566.95 77.28 2,115,548.21 25.62 701,440.58 95.00 2,600,734.50 6 Pemadatan Tanah Pondasi m² 3,950.00 56.28 222,319.17 65.11 257,188.89 91.49 361,399.98 64.40 254,391.06 21.35 84,341.19 79.17 312,729.80 7 Urugan Pasir Pondasi m³ 100,950.00 3.98 401,781.00 4.20 423,990.00 3.17 320,072.07 5.81 586,923.30 2.12 214,054.38 7.86 793,709.28 8 Pasangan Batu Kali 1:4 m³ 448,660.00 32.00 14,358,241.65 29.34 13,163,684.40 18.42 8,264,774.83 36.34 16,303,182.75 13.25 5,946,719.10 49.14 22,047,152.40 9 Urugan Tanah Kembali m³ 8,750.00 16.89 147,743.75 25.10 219,625.00 27.45 240,170.88 77.28 676,202.63 25.62 224,204.75 95.00 831,285.00
10 Pemadatan Tanah Pondasi m² 3,950.00 18.76 74,106.39 20.92 82,620.83 22.87 90,350.00 64.40 254,391.06 21.35 84,341.19 79.17 312,729.80 11 Sloof Konvensional m³ 2,130,650.50 1.87 3,984,316.44 1.77 3,771,251.39 1.07 2,281,287.49 1.45 3,096,900.50 0.53 1,133,506.07 1.97 4,188,006.62
22,489,655.89 20,906,801.51 15,650,921.04 23,929,013.43 8,792,728.14 31,890,825.89 227,168.24 175,687.41 203,258.71 196,139.45 133,223.15 175,224.32
185,116.88
BANGUNAN KATEGORI 1.2 120.00 170.00 90.00 345.00 476.00 242.00 1 Pembersihan Non Konvensional m² 5,750.00 130.00 747,500.00 269.75 1,551,062.50 84.00 483,000.00 160.65 923,737.50 223.59 1,285,625.25 100.10 575,575.00 2 Direksi Keet/Gudang Non Konvensional m² 526,995.00 12.00 6,323,940.00 12.45 6,561,087.75 7.20 3,794,364.00 8.80 4,636,238.51 30.76 16,209,312.21 7.87 4,144,815.68 3 Pagar Sementara Non Konvensional m' 83,946.50 - - - - - - - - - - - - 4 Pasang Bouwplank m' 20,079.00 38.00 763,002.00 56.44 1,133,258.76 28.80 578,275.20 33.15 665,618.85 61.88 1,242,488.52 39.00 783,081.00 5 Galian Tanah m³ 27,375.00 16.10 440,737.50 21.99 602,113.12 10.62 290,613.00 191.37 5,238,819.45 399.49 10,936,038.75 176.94 4,843,814.63 6 Pemadatan Tanah Pondasi m² 3,950.00 13.42 52,995.83 18.33 72,400.21 8.85 34,944.33 159.48 629,934.15 332.91 1,314,975.94 150.16 593,143.85 7 Urugan Pasir Pondasi m³ 100,950.00 8.28 835,866.00 18.43 1,860,104.70 5.04 508,788.00 9.98 1,007,036.82 21.33 2,153,303.88 9.05 913,395.60 8 Pasangan Batu Kali 1:4 m³ 448,660.00 16.50 7,402,890.00 16.97 7,615,330.51 11.04 4,953,206.40 43.22 19,392,206.85 96.92 43,481,883.90 37.05 16,622,853.00 9 Pondasi menerus non-konvensional m³ 2,719,095.00 4.34 11,800,872.30 6.27 17,061,777.31 2.96 8,039,820.10 7.36 20,010,635.83 14.00 38,080,653.57 7.50 20,395,931.60
10 Urugan Tanah Kembali m³ 8,750.00 4.03 35,218.75 4.58 40,095.05 2.65 23,222.50 191.37 1,674,508.50 399.49 3,495,537.50 180.19 1,576,688.75 11 Pemadatan Tanah Pondasi m² 3,950.00 3.35 13,248.96 3.82 15,083.38 2.21 8,736.08 159.48 629,934.15 332.91 1,314,975.94 150.41 594,119.50 12 Sloof Non Konvensional m³ 2,288,164.00 1.65 3,775,470.60 2.04 4,671,973.26 1.14 2,599,354.30 3.46 7,912,013.48 7.75 17,740,593.12 2.96 6,782,118.10
32,191,741.94 41,184,286.54 21,314,323.92 62,720,684.10 137,255,388.57 57,825,536.69 268,264.52 242,260.51 236,825.82 181,799.08 288,351.66 238,948.50
242,741.68
BANGUNAN KATEGORI 1.3 15,360.00 27,648.00 34,560.00 12,029.00 4,479.00 8,614.00 1 Pembersihan Non Konvensional m² 5,750.00 8,055.00 46,316,250.00 15,360.00 88,320,000.00 27,376.00 157,412,000.00 2,016.00 11,592,000.00 4,000.00 23,000,000.00 8,107.29 46,616,941.18 2 Direksi Keet/Gudang Non Konvensional m² 526,995.00 144.99 76,409,005.05 230.40 121,419,648.00 410.64 216,405,226.80 100.80 53,121,096.00 200.00 105,399,000.00 121.61 64,087,551.95 3 Pagar Sementara Non Konvensional m' 83,946.50 859.20 72,126,832.80 1,382.40 116,047,641.60 2,737.60 229,811,938.40 201.60 16,923,614.40 280.00 23,505,020.00 810.73 68,057,896.56 4 Pasang Bouwplank m' 20,079.00 1,224.36 24,583,924.44 3,133.44 62,916,341.76 3,695.76 74,207,165.04 156.80 3,148,387.20 165.00 3,313,035.00 1,094.48 21,976,158.41 5 Galian Tanah m³ 27,375.00 8,645.70 236,676,037.50 20,352.00 557,136,000.00 22,704.97 621,548,553.75 2,419.20 66,225,600.00 3,000.00 82,125,000.00 6,723.99 184,069,145.74 6 Pemadatan Tanah Pondasi m² 3,950.00 1,729.14 6,830,103.00 4,070.40 16,078,080.00 4,540.99 17,936,926.30 2,016.00 7,963,200.00 2,500.00 9,875,000.00 1,344.80 5,311,949.78 7 Urugan Pasir Pondasi m³ 100,950.00 177.85 17,954,401.68 681.98 68,846,284.80 431.17 43,526,813.40 89.60 9,045,120.00 150.00 15,142,500.00 127.69 12,890,293.62 8 Pasangan Batu Kali 1:4 m³ 448,660.00 - - - - - - - - - - - - 9 Pondasi menerus non-konvensional m³ 2,719,095.00 601.44 1,635,372,496.80 1,943.04 5,283,310,348.80 1,375.64 3,740,506,722.18 694.85 1,889,357,722.56 287.50 781,739,812.50 407.39 1,107,736,270.67
10 Pondasi plat m³ 2,546,040.83 1,943.94 4,949,350,617.55 4,231.68 10,774,030,073.60 5,338.32 13,591,580,701.40 2,179.04 5,547,920,743.80 1,240.80 3,159,127,466.00 1,580.92 4,025,092,864.92 11 Urugan Tanah Kembali m³ 8,750.00 1,080.71 9,456,234.38 508.80 4,452,000.00 2,838.12 24,833,560.94 604.80 5,292,000.00 750.00 6,562,500.00 840.50 7,354,360.85 12 Pemadatan Tanah Pondasi m² 3,950.00 900.59 3,557,345.31 424.00 1,674,800.00 2,365.10 9,342,149.11 504.00 1,990,800.00 62.50 246,875.00 700.42 2,766,640.51 13 Sloof Non Konvensional m³ 2,288,164.00 778.65 1,781,678,898.60 1,858.56 4,252,690,083.84 3,216.68 7,360,291,375.52 33.32 76,241,624.48 24.50 56,060,018.00 952.61 2,179,721,178.15
8,860,312,147.11 21,346,921,302.40 26,087,403,132.84 7,688,821,908.44 4,266,096,226.50 7,725,681,252.32 576,843.24 772,096.40 754,843.84 639,190.45 952,466.23 896,875.00
765,385.86
BANGUNAN KATEGORI 2.1 120.00 270.00 384.00 596.00 225.00 136.00 1 Pembersihan Konvensional m² 1,500.00 90.00 135,000.00 120.00 180,000.00 378.00 567,000.00 360.00 540,000.00 148.80 223,200.00 123.00 184,500.00 2 Direksi Keet/Gudang Konvensional m² 193,736.50 6.00 1,162,419.00 9.00 1,743,628.50 15.00 2,906,047.50 18.00 3,487,257.00 7.44 1,441,399.56 6.15 1,191,479.47 3 Pagar Sementara Konvensional m' 33,703.50 5.00 168,517.50 12.00 404,442.00 18.00 606,663.00 84.00 2,831,094.00 34.08 1,148,615.28 20.50 690,921.75 4 Pasang Bouwplank m' 20,079.00 38.00 763,002.00 52.00 1,044,108.00 52.50 1,054,147.50 76.00 1,526,004.00 29.28 587,913.12 19.68 395,154.72 5 Galian Tanah m³ 27,375.00 27.09 741,691.41 31.20 854,100.00 40.50 1,108,687.50 143.55 3,929,681.25 74.05 2,027,173.50 38.56 1,055,593.69 6 Pemadatan Tanah Pondasi m² 3,950.00 26.25 103,687.50 6.40 25,280.00 22.50 88,875.00 119.63 472,518.75 61.71 243,754.50 32.13 126,928.31 7 Urugan Pasir Pondasi m³ 100,950.00 1.31 132,496.87 24.72 2,495,484.00 1.13 113,568.75 10.80 1,090,260.00 5.39 543,676.32 2.80 283,104.18 8 Pasangan Batu Kali 1:4 m³ 448,660.00 15.00 6,729,900.00 9.60 4,307,136.00 0.53 235,546.50 63.00 28,265,580.00 31.42 14,095,102.56 16.36 7,339,628.94 9 Pondasi setempat konvensional m³ 2,628,190.00 - - 3.82 10,033,115.33 - - - - 3.92 10,294,094.59 - -
10 Pondasi menerus konvensional m³ 2,628,190.00 - - - - 14.55 38,240,164.50 - - - - - - 11 Urugan Tanah Kembali m³ 8,750.00 6.77 59,267.58 7.80 68,250.00 10.13 88,593.75 35.89 314,015.63 18.51 161,988.75 9.64 84,351.09 12 Pemadatan Tanah Pondasi m² 3,950.00 26.25 103,687.50 30.00 118,500.00 39.60 156,420.00 29.91 118,129.69 15.43 60,938.63 8.03 31,732.08 13 Sloof Konvensional m³ 2,130,650.50 1.43 3,036,176.96 4.08 8,693,054.04 5.73 12,211,290.68 2.70 5,752,756.35 2.69 5,737,415.67 0.70 1,493,799.07
13,135,846.32 29,967,097.87 57,377,004.68 48,327,296.66 36,565,272.47 12,877,193.30 109,465.39 110,989.25 149,419.28 81,086.07 162,512.32 94,685.24
118,026.26
BANGUNAN KATEGORI 2.2 448.00 1,596.00 4,800.00 700.00 6,479.00 378.00 1 Pembersihan Non Konvensional m² 5,750.00 1,716.00 9,867,000.00 3,015.00 17,336,250.00 5,000.00 28,750,000.00 1,244.00 7,153,000.00 9,555.00 54,941,250.00 924.00 5,313,000.00 2 Direksi Keet/Gudang Konvensional m² 193,736.50 25.74 4,986,777.51 48.24 9,345,848.76 36.00 6,974,514.00 62.20 12,050,410.30 477.75 92,557,612.88 46.20 8,950,626.30 3 Pagar Sementara Konvensional m' 33,703.50 200.20 6,747,440.70 321.60 10,839,045.60 300.00 10,111,050.00 248.80 8,385,430.80 676.20 22,790,306.70 138.60 4,671,305.10 4 Pasang Bouwplank m' 20,079.00 137.28 2,756,445.12 241.20 4,843,054.80 176.00 3,533,904.00 410.52 8,242,831.08 529.20 10,625,806.80 196.35 3,942,511.65 5 Galian Tanah m³ 27,375.00 202.47 5,542,639.25 1,248.21 34,169,748.75 768.00 21,024,000.00 492.62 13,485,582.00 11,025.00 301,809,375.00 278.17 7,614,909.23 6 Pemadatan Tanah Pondasi m² 3,950.00 168.73 666,466.52 1,040.18 4,108,691.25 - - 410.52 1,621,554.00 9,187.50 36,290,625.00 - - 7 Urugan Pasir Pondasi m³ 100,950.00 8.72 880,153.77 41.61 4,200,226.65 72.00 7,268,400.00 35.83 3,616,755.84 441.00 44,518,950.00 16.49 1,665,008.73 8 Pasangan Batu Kali 1:4 m³ 448,660.00 99.23 44,520,783.05 - - - - 208.99 93,766,350.72 - - - - 9 Pondasi setempat non-konvensional m³ 2,719,095.00 1.67 4,549,317.84 - - - - 5.22 14,206,727.56 - - - -
10 Pondasi menerus non-konvensional m³ 2,719,095.00 - - 215.27 585,342,299.74 - - - - 1,185.41 3,223,236,965.76 - - 11 Pondasi plat m³ 2,546,040.83 - - - - 674.25 1,716,668,031.88 - - - - 45.18 115,039,290.60 12 Urugan Tanah Kembali m³ 8,750.00 50.62 442,904.96 260.04 2,275,382.81 - - 123.16 1,077,615.00 2,756.25 24,117,187.50 - - 13 Urugan Tanah dari Luar m³ 120,710.75 - - - - 1,152.00 139,058,784.00 - - - - 209.56 25,296,531.04 14 Pemadatan Tanah Pondasi m² 3,950.00 42.18 166,616.63 216.70 855,977.34 1,440.00 5,688,000.00 102.63 405,388.50 2,296.88 9,072,656.25 260.78 1,030,064.81 15 Sloof Non Konvensional m³ 2,288,164.00 11.67 26,700,128.08 33.29 76,162,911.64 27.90 63,839,775.60 17.91 40,989,254.63 169.34 387,486,844.42 8.78 20,085,503.59
107,826,673.43 749,479,437.35 2,002,916,459.48 205,000,900.43 4,207,447,580.30 193,608,751.04 240,684.54 469,598.64 417,274.26 292,858.43 649,397.68 512,192.46
430,334.34 Persentase 1 Lantai 0.68
BANGUNAN KATEGORI 2.3 15,360.00 27,648.00 34,560.00 3,560.00 6,125.00 5,278.00 1 Pembersihan Non Konvensional m² 5,750.00 40,920.00 235,290,000.00 60,150.00 345,862,500.00 52,000.00 299,000,000.00 9,100.00 52,325,000.00 10,650.00 61,237,500.00 8,403.52 48,320,237.43 2 Direksi Keet/Gudang Konvensional m² 193,736.50 409.20 79,276,975.80 481.20 93,226,003.80 390.00 75,557,235.00 91.00 17,630,021.50 85.20 16,506,349.80 49.02 9,497,066.05 3 Pagar Sementara Konvensional m' 33,703.50 1,364.00 45,971,574.00 1,604.00 54,060,414.00 1,560.00 52,577,460.00 364.00 12,268,074.00 369.20 12,443,332.20 210.09 7,080,700.53 4 Pasang Bouwplank m' 20,079.00 375.10 7,531,632.90 561.40 11,272,350.60 483.60 9,710,204.40 109.20 2,192,626.80 99.40 1,995,852.60 63.03 1,265,507.02 5 Galian Tanah m³ 27,375.00 4,092.00 112,018,500.00 12,030.00 329,321,250.00 15,974.40 437,299,200.00 928.58 25,419,937.72 2,090.81 57,235,869.00 2,062.23 56,453,565.45 6 Pemadatan Tanah Pondasi m² 3,950.00 - - - - - - - - - - - - 7 Urugan Pasir Pondasi m³ 100,950.00 179.03 18,072,573.75 401.00 40,480,950.00 374.40 37,795,680.00 38.31 3,867,495.45 78.10 7,884,195.00 49.66 5,012,954.67 8 Pasangan Batu Kali 1:4 m³ 448,660.00 150.04 67,316,946.40 336.84 151,126,634.40 436.80 195,974,688.00 34.95 15,682,057.85 60.64 27,207,235.93 84.63 37,970,295.38 9 Pondasi setempat non-konvensional m³ 2,719,095.00 - - - - - - - - - - - -
10 Pondasi menerus non-konvensional m³ 2,719,095.00 - - - - - - - - - - - - 11 Pondasi plat m³ 2,546,040.83 4,107.00 10,456,599,886.66 6,759.26 17,209,341,778.95 7,263.36 18,492,811,147.20 1,019.60 2,595,944,252.08 1,221.82 3,110,815,831.98 1,178.36 3,000,141,263.99 12 Urugan Tanah Kembali m³ 8,750.00 - - - - - - - - - - - - 13 Urugan Tanah dari Luar m³ 120,710.75 4,092.00 493,948,389.00 10,025.00 1,210,125,268.75 11,232.00 1,355,823,144.00 898.63 108,473,697.72 1,775.00 214,261,581.25 1,687.71 203,724,358.87 14 Pemadatan Tanah Pondasi m² 3,950.00 2,046.00 8,081,700.00 4,010.00 15,839,500.00 3,744.00 14,788,800.00 748.85 2,957,973.96 1,479.17 5,842,708.33 1,406.42 5,555,368.36 15 Sloof Non Konvensional m³ 2,288,164.00 81.16 185,702,813.91 96.84 221,589,234.01 72.54 165,983,416.56 20.45 46,787,691.02 27.65 63,261,785.37 16.23 37,143,305.38
11,709,810,992.43 19,682,245,884.51 21,137,320,975.16 2,883,548,828.10 3,578,692,241.46 3,412,164,623.13 762,357.49 711,886.79 611,612.30 809,985.63 584,276.28 646,488.18
687,767.78
III BANGUNAN KATEGORI 3.1 240.00 336.00 512.00 430.00 144.00 378.00 1 Pembersihan Konvensional m² 1,500.00 1,200.00 1,800,000.00 1,250.00 1,875,000.00 1,500.00 2,250,000.00 2,375.00 3,562,500.00 582.00 873,000.00 1,176.00 1,764,000.00 2 Direksi Keet/Gudang Konvensional m² 193,736.50 18.00 3,487,257.00 18.00 3,487,257.00 18.00 3,487,257.00 38.00 7,361,987.00 14.55 2,818,866.07 19.60 3,797,235.40 3 Pagar Sementara Konvensional m' 33,703.50 120.00 4,044,420.00 140.00 4,718,490.00 160.00 5,392,560.00 285.00 9,605,497.50 97.00 3,269,239.50 117.60 3,963,531.60 4 Pasang Bouwplank m' 20,079.00 72.00 1,445,688.00 84.00 1,686,636.00 104.00 2,088,216.00 133.00 2,670,507.00 77.60 1,558,130.40 78.40 1,574,193.60 5 Galian Tanah m³ 27,375.00 11.66 319,302.00 20.33 556,479.00 25.92 709,560.00 21.03 575,778.38 7.20 197,028.83 19.78 541,378.95 6 Pemadatan Tanah Pondasi m² 3,950.00 9.72 38,394.00 16.94 66,913.00 21.60 85,320.00 17.53 69,233.63 7.04 27,816.69 16.08 63,523.11 7 Urugan Pasir Pondasi m³ 100,950.00 0.49 49,061.70 0.85 85,504.65 1.30 130,831.20 0.87 88,230.30 0.35 35,251.74 1.10 110,802.72 8 Pasangan Batu Kali 1:4 m³ 448,660.00 - - - - - - - - - - - - 9 Pondasi setempat konvensional m³ 2,628,190.00 2.81 7,379,957.52 4.40 11,553,523.24 6.80 17,882,204.76 4.61 12,109,385.42 1.53 4,027,963.99 6.06 15,917,369.92
10 Pembesian Polos kg 10,826.50 72.90 789,251.85 85.05 920,793.83 109.35 1,183,877.78 114.83 1,243,169.10 24.65 266,848.32 79.23 857,816.07 11 Urugan Tanah dari Luar m³ 120,710.75 2.92 351,992.55 5.08 613,452.03 6.48 782,205.66 2.95 355,493.16 2.05 247,058.69 5.33 643,533.15 12 Pemadatan Tanah Pondasi m² 3,950.00 7.68 30,336.00 12.64 49,908.25 19.85 78,387.75 1.47 5,816.38 1.71 6,737.05 15.58 61,548.90 13 Sloof Konvensional m³ 2,130,650.50 3.36 7,158,985.68 4.38 9,332,249.19 6.24 13,295,259.12 3.97 8,460,813.14 1.16 2,480,077.18 6.02 12,820,550.19
26,894,646.30 34,946,206.19 47,365,679.27 46,108,411.00 15,808,018.48 42,115,483.61 112,061.03 104,006.57 92,511.09 107,228.86 109,777.91 111,416.62
106,167.01
BANGUNAN KATEGORI 3.2 756.00 980.00 1,232.00 2,265.00 1,470.00 999.00 1 Pembersihan Non Konvensional m² 5,750.00 2,400.00 13,800,000.00 3,000.00 17,250,000.00 3,600.00 20,700,000.00 6,700.00 38,525,000.00 4,050.00 23,287,500.00 2,130.00 12,247,500.00 2 Direksi Keet/Gudang Non Konvensional m² 526,995.00 24.00 12,647,880.00 30.00 15,809,850.00 36.00 18,971,820.00 53.60 28,246,932.00 36.45 19,208,967.75 21.30 11,224,993.50 3 Pagar Sementara Non Konvensional m' 83,946.50 200.00 16,789,300.00 220.00 18,468,230.00 240.00 20,147,160.00 268.00 22,497,662.00 243.00 20,398,999.50 142.00 11,920,403.00 4 Pasang Bouwplank m' 20,079.00 128.00 2,570,112.00 156.00 3,132,324.00 164.00 3,292,956.00 134.00 2,690,586.00 137.70 2,764,878.30 106.50 2,138,413.50 5 Galian Tanah m³ 27,375.00 52.42 1,434,888.00 88.20 2,414,475.00 122.40 3,350,700.00 99.29 2,717,989.84 110.06 3,012,969.15 71.82 1,966,171.05 6 Pemadatan Tanah Pondasi m² 3,950.00 43.68 172,536.00 73.50 290,325.00 102.00 402,900.00 82.74 326,820.70 34.43 135,978.75 17.96 70,925.81 7 Urugan Pasir Pondasi m³ 100,950.00 1.87 188,978.40 2.94 296,793.00 3.83 386,133.75 3.25 328,037.02 5.01 505,335.51 3.15 318,234.78 8 Pasangan Batu Kali 1:4 m³ 448,660.00 6.00 2,691,960.00 6.48 2,907,316.80 6.96 3,122,673.60 10.99 4,932,882.10 8.44 3,786,780.13 4.18 1,876,251.25 9 Pondasi setempat non-konvensional m³ 2,719,095.00 10.76 29,268,338.58 15.81 42,988,891.95 20.50 55,746,885.69 19.03 51,757,157.60 20.96 56,999,844.67 13.40 36,429,619.08
10 Pondasi menerus non-konvensional m³ 2,719,095.00 - - - - - - - - - - - - 11 Pembesian Polos kg 10,826.50 275.53 2,983,079.68 317.92 3,442,015.01 360.32 3,900,950.35 571.44 6,186,655.10 396.90 4,297,037.85 226.26 2,449,634.20 12 Urugan Tanah Kembali m³ 8,750.00 13.10 114,660.00 22.05 192,937.50 30.60 267,750.00 24.82 217,190.97 25.11 219,712.50 18.39 160,903.75 13 Urugan Tanah dari Luar m³ 120,710.75 - - - - - - - - - - - - 14 Pemadatan Tanah Pondasi m² 3,950.00 10.92 43,134.00 18.38 72,581.25 25.50 100,725.00 - - 20.25 79,987.50 15.53 61,362.46 15 Sloof Non Konvensional m³ 2,288,164.00 14.67 33,567,365.88 17.91 40,981,017.24 21.87 50,042,146.68 30.25 69,218,105.08 20.58 47,095,220.26 13.24 30,298,723.61
116,272,232.54 148,246,756.75 180,432,801.07 227,645,018.41 181,793,211.87 111,163,135.99 153,799.25 151,272.20 146,455.20 100,505.53 123,668.85 111,274.41
131,162.57
IV BANGUNAN KATEGORI 4.1 6.00 32.00 98.00 96.00 110.00 20.00 1 Pembersihan Konvensional m² 1,500.00 8.20 12,300.00 50.00 75,000.00 150.00 225,000.00 150.00 225,000.00 137.70 206,550.00 47.62 71,428.57 2 Direksi Keet/Gudang Konvensional m² 193,736.50 - - - - - - - - - - - - 3 Pagar Sementara Konvensional m' 33,703.50 - - - - - - - - - - - - 4 Pasang Bouwplank m' 20,079.00 9.84 197,577.36 32.00 642,528.00 50.00 1,003,950.00 46.00 923,634.00 52.65 1,057,159.35 14.29 286,842.86 5 Galian Tanah m³ 27,375.00 1.64 44,895.00 0.64 17,520.00 1.50 41,062.50 1.60 43,800.00 1.78 48,782.25 0.30 8,342.86 6 Pemadatan Tanah Pondasi m² 3,950.00 3.28 12,956.00 1.28 5,056.00 3.00 11,850.00 1.33 5,266.67 3.56 14,077.80 0.61 2,426.43 7 Urugan Pasir Pondasi m³ 100,950.00 0.16 16,555.80 0.26 25,843.20 0.13 12,618.75 0.10 10,095.00 0.71 71,957.16 0.02 2,403.57 8 Pasangan Batu Kali 1:4 m³ 448,660.00 0.98 441,481.44 - - - - 1.20 538,392.00 - - - - 9 Pondasi setempat konvensional m³ 2,628,190.00 - - 0.58 1,513,837.44 1.50 3,942,285.00 - - 1.72 4,513,127.87 0.30 800,972.19
10 Pembesian Polos kg 10,826.50 - - - - - - - - - - - - 11 Urugan Tanah dari Luar m³ 120,710.75 0.41 49,491.41 0.16 19,313.72 0.38 45,266.53 2.00 241,421.50 1.36 164,263.19 0.08 9,197.01 12 Pemadatan Tanah Pondasi m² 3,950.00 2.46 9,717.00 - - - - - - - - - - 13 Sloof Konvensional m³ 2,130,650.50 0.15 314,484.01 0.58 1,227,254.69 1.13 2,416,157.67 0.24 511,356.12 0.36 776,622.11 0.23 497,151.78
1,099,458.02 3,526,353.05 7,698,190.45 2,498,965.29 6,852,539.72 1,678,765.27 183,243.00 110,198.53 78,552.96 26,030.89 62,295.82 83,938.26
90,709.91
BANGUNAN KATEGORI 4.2 325.50 713.00 1,069.50 5,760.00 160.00 306.00 1 Pembersihan Konvensional m² 1,500.00 750.00 1,125,000.00 1,200.00 1,800,000.00 1,200.00 1,800,000.00 15,000.00 22,500,000.00 181.50 272,250.00 526.50 789,750.00 2 Direksi Keet/Gudang Konvensional m² 193,736.50 12.00 2,324,838.00 24.00 4,649,676.00 24.00 4,649,676.00 150.00 29,060,475.00 - - 14.04 2,720,060.46 3 Pagar Sementara Konvensional m' 33,703.50 130.00 4,381,455.00 200.00 6,740,700.00 200.00 6,740,700.00 400.00 13,481,400.00 61.86 2,084,736.73 105.30 3,548,978.55 4 Pasang Bouwplank m' 20,079.00 108.00 2,168,532.00 114.00 2,289,006.00 114.00 2,289,006.00 260.00 5,220,540.00 36.30 728,867.70 79.56 1,597,485.24 5 Galian Tanah m³ 27,375.00 79.38 2,173,027.50 256.50 7,021,687.50 329.46 9,018,967.50 1,210.00 33,123,750.00 79.71 2,182,192.65 123.62 3,384,157.72 6 Pemadatan Tanah Pondasi m² 3,950.00 66.15 261,292.50 213.75 844,312.50 274.55 1,084,472.50 1,008.33 3,982,916.67 65.49 258,666.54 105.97 418,569.25 7 Urugan Pasir Pondasi m³ 100,950.00 3.43 346,258.50 8.55 863,122.50 9.69 978,205.50 65.80 6,642,510.00 2.64 266,285.91 3.59 362,602.30 8 Pasangan Batu Kali 1:4 m³ 448,660.00 23.52 10,552,483.20 21.20 9,511,592.00 31.80 14,267,388.00 568.94 255,260,620.40 7.10 3,186,697.38 12.19 5,469,793.52 9 Pondasi setempat konvensional m³ 2,628,190.00 - - 27.44 72,117,533.60 48.60 127,730,034.00 62.30 163,736,237.00 8.77 23,055,796.78 17.16 45,109,990.34
10 Pondasi menerus konvensional m³ 2,628,190.00 - - - - - - - - - - - - 11 Pondasi plat m³ 2,546,040.83 - - - - - - - - - - - - 12 Urugan Tanah Kembali m³ 8,750.00 19.85 173,643.75 53.44 467,578.13 68.64 600,578.13 351.17 3,072,737.50 17.09 149,495.50 26.76 234,131.63 13 Urugan Tanah dari Luar m³ 120,710.75 - - - - - - - - - - - - 14 Pemadatan Tanah Pondasi m² 3,950.00 16.54 65,323.13 44.53 175,898.44 57.20 225,931.77 389.44 1,538,288.00 19.24 75,994.05 22.23 87,808.50 15 Sloof Konvensional m³ 2,130,650.50 2.94 6,264,112.47 6.35 13,529,630.68 6.35 13,529,630.68 60.88 129,714,002.44 3.35 7,141,301.28 3.12 6,655,939.10
29,835,966.04 120,010,737.34 182,914,590.07 667,333,477.01 39,402,284.52 70,379,266.62 91,661.95 168,318.00 171,028.13 115,856.51 246,264.28 229,997.60
170,521.08 Persentase 1 Lantai 0.68
BANGUNAN KATEGORI 4.3131% dari Katergori 2.3 - 1.31 - 900,975.79
ANALISA BILL OF QUANTITY
No. Macam Pekerjaan Satuan Harga Satuan Volume 1 Nilai 1 Volume 2 Nilai 2 Volume 3 Nilai 3 Volume 4 Nilai 4 Volume 5 Nilai 5 Volume 6 Nilai 6
I BANGUNAN KATEGORI 1BANGUNAN KATEGORI 1.1 99.00 119.00 77.00 122.00 66.00 182.00
a Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 3.13 9,828,216.00 3.64 11,409,768.00 2.89 9,075,096.00 3.91 12,282,132.00 1.85 5,796,827.40 4.84 15,199,844.40
99,274.91 95,880.40 117,858.39 100,673.21 87,830.72 83,515.63 97,505.54
b Beton1 Beton Kolom konvensional m³ 2,519,925.00 2.16 5,443,038.00 2.80 7,055,790.00 2.67 6,728,199.75 1.25 3,148,646.29 1.81 4,572,151.92 4.70 11,832,559.83 2 Beton Balok konvensional m³ 2,638,300.00 - - - - - - - - - - - - 3 Beton Balok konvensional m³ 2,638,300.00 3.45 9,102,135.00 3.59 9,471,497.00 2.15 5,672,345.00 2.10 5,543,595.96 2.15 5,673,400.32 3.51 9,260,433.00 4 Beton Plat Lantai Konvensional m³ 2,449,861.03 - - - - - - - - - - - - 5 Beton Tangga Konvensional m³ 2,395,295.00 - - - - - - - - - - - - 6 Beton Kolom Praktis m³ 2,078,908.00 0.72 1,496,813.76 0.87 1,808,649.96 0.37 769,195.96 0.46 964,821.20 0.55 1,140,904.71 0.60 1,248,592.14
16,041,986.76 18,335,936.96 13,169,740.71 9,657,063.45 11,386,456.95 22,341,584.97 162,040.27 154,083.50 171,035.59 79,156.26 172,522.08 122,755.96
143,598.94
c Baja1 Struktur Rangka Baja kg 19,340.00 2,411.52 46,638,796.80 2,703.93 52,294,054.55 1,783.13 34,485,685.85 2,209.80 42,737,609.36 1,624.81 31,423,728.70 4,561.23 88,214,176.60
471,098.96 439,445.84 447,866.05 350,308.27 476,117.10 484,693.28 444,921.58
BANGUNAN KATEGORI 1.2 120.00 170.00 90.00 345.00 476.00 242.00 a Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 4.35 13,659,789.31 8.31 26,063,976.96 3.72 11,664,322.56 11.50 36,093,276.00 27.23 85,460,292.00 8.60 26,993,703.60
113,831.58 153,317.51 129,603.58 104,618.19 179,538.43 111,544.23 132,075.59
b Beton1 Beton Kolom non-konvensional 1 m³ 2,893,170.00 2.63 7,594,571.25 3.18 9,200,280.60 2.63 7,594,571.25 4.25 12,297,708.40 11.80 34,131,305.12 4.61 13,342,142.77 2 Beton Balok non-konvensional 1 m³ 2,994,670.00 1.95 5,839,606.50 2.35 7,037,474.50 1.72 5,165,805.75 3.03 9,062,769.82 7.95 23,813,016.91 3.06 9,152,010.99 3 Beton Balok non-konvensional 1 m³ 2,994,670.00 1.47 4,402,164.90 1.76 5,270,619.20 1.23 3,683,444.10 2.18 6,539,161.41 6.26 18,758,612.88 2.20 6,576,295.32 4 Beton Plat Lantai Non Konvensional m³ 2,929,292.50 7.56 22,145,451.30 12.75 37,348,479.38 5.04 14,763,634.20 11.05 32,354,621.52 45.97 134,661,919.66 8.17 23,926,168.21 5 Beton Tangga Non Konvensional 1 m³ 2,726,324.00 0.72 1,962,953.28 0.72 1,962,953.28 0.72 1,962,953.28 1.69 4,594,946.47 2.49 6,783,639.38 1.21 3,292,854.13 6 Beton Kolom Praktis m³ 2,078,908.00 0.76 1,579,970.08 0.87 1,808,649.96 0.76 1,579,970.08 1.71 3,547,864.39 2.98 6,185,582.86 1.27 2,650,399.81
43,524,717.31 62,628,456.92 34,750,378.66 68,397,072.02 224,334,076.81 58,939,871.23 362,705.98 368,402.69 386,115.32 198,252.38 471,290.08 243,553.19
338,386.61
c Baja1 Struktur Rangka Baja kg 19,340.00 1,748.59 33,817,682.25 2,104.78 40,706,469.38 1,619.06 31,312,668.75 3,621.63 70,042,360.95 7,691.96 148,762,448.38 3,629.33 70,191,174.51 2 Beton Plat Lantai Non Konvensional m³ 2,929,292.50 7.56 22,145,451.30 12.75 37,348,479.38 5.04 14,763,634.20 18.23 53,409,204.29 50.69 148,477,048.95 9.78 28,662,541.25 3 Beton Tangga Non Konvensional 1 m³ 2,726,324.00 0.72 1,962,953.28 0.72 1,962,953.28 0.72 1,962,953.28 3.61 9,833,305.40 2.19 5,979,101.16 1.65 4,504,977.78
57,926,086.83 80,017,902.03 48,039,256.23 133,284,870.64 303,218,598.49 103,358,693.54 482,717.39 470,693.54 533,769.51 386,332.96 637,013.86 427,102.04
489,604.88
BANGUNAN KATEGORI 1.3 15,360.00 27,648.00 34,560.00 12,029.00 4,479.00 8,614.00 a Beton1 Beton Kolom non-konvensional 2 m³ 3,251,613.33 1,200.00 3,901,936,000.00 1,860.88 6,050,872,624.90 2,592.00 8,428,181,760.00 827.39 2,690,364,061.67 344.30 1,119,526,893.89 592.32 1,925,992,357.99 2 Beton Kolom non-konvensional 2 m³ 3,251,613.33 326.40 1,061,326,592.00 348.60 1,133,496,800.26 489.60 1,591,989,888.00 231.34 752,238,633.70 66.56 216,424,131.85 113.75 369,871,016.67 3 Beton Balok non-konvensional 2 m³ 3,353,113.33 2,976.00 9,978,865,280.00 5,905.61 19,802,189,021.18 8,294.40 27,812,063,232.00 2,290.38 7,679,890,303.95 1,107.47 3,713,455,657.70 1,829.91 6,135,895,284.49 4 Beton Balok non-konvensional 2 m³ 3,353,113.33 124.00 415,786,053.33 205.06 687,576,007.68 230.40 772,557,312.00 92.93 311,598,115.84 41.29 138,446,025.80 54.99 184,392,061.25 5 Beton Plat Lantai Non Konvensional m³ 3,278,548.33 1,108.80 3,635,254,392.00 2,952.81 9,680,918,501.38 4,147.20 13,596,795,648.00 748.50 2,453,998,673.18 546.31 1,791,100,461.44 921.72 3,021,906,192.64 6 Beton Tangga Non Konvensional 2 m³ 2,965,827.33 14.40 42,707,913.60 15.38 45,612,051.72 21.60 64,061,870.40 13.99 41,497,856.05 2.53 7,488,714.02 5.03 14,924,932.89 7 Beton Kolom Praktis m³ 2,078,908.00 91.20 189,596,409.60 81.17 168,740,804.54 91.20 189,596,409.60 71.17 147,946,735.16 12.93 26,876,122.62 20.81 43,265,609.62
19,225,472,640.53 37,569,405,811.66 52,455,246,120.00 14,077,534,379.55 7,013,318,007.32 11,696,247,455.54 1,251,658.38 1,358,847.14 1,517,802.26 1,170,299.64 1,565,822.28 1,357,818.37
1,370,374.68
b Baja1 Struktur Rangka Baja kg 19,340.00 892,136.55 17,253,920,853.79 1,915,352.74 37,042,922,073.91 2,158,075.04 41,737,171,189.43 728,448.31 14,088,190,344.41 307,373.59 5,944,605,176.45 527,991.54 10,211,356,321.71 2 Beton Kolom non-konvensional 2 m³ 3,251,613.33 299.54 973,979,413.48 355.66 1,156,472,398.32 454.04 1,476,347,742.54 228.30 742,345,925.29 57.80 187,948,453.25 114.37 371,883,115.00 3 Beton Plat Lantai Non Konvensional m³ 3,278,548.33 1,017.55 3,336,072,955.54 3,012.66 9,877,147,456.17 3,845.95 12,609,124,412.13 682.85 2,238,742,959.51 491.72 1,612,133,032.14 908.28 2,977,840,208.05 4 Beton Tangga Non Konvensional 2 m³ 2,965,827.33 13.21 39,193,052.31 15.69 46,536,592.64 20.03 59,408,416.13 13.64 40,456,554.07 2.69 7,972,143.87 5.59 16,571,263.64
21,603,166,275.12 48,123,078,521.04 55,882,051,760.23 17,109,735,783.29 7,752,658,805.71 13,577,650,908.41 1,406,456.14 1,740,562.74 1,616,957.52 1,422,373.91 1,730,890.56 1,576,230.66
1,582,245.25
II BANGUNAN KATEGORI 2BANGUNAN KATEGORI 2.1 120.00 270.00 384.00 596.00 225.00 136.00
a Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 3.27 10,248,456.96 10.36 32,500,893.60 20.10 63,064,386.00 15.94 50,029,761.60 9.21 28,898,469.60 7.65 24,015,427.80
85,403.81 120,373.68 164,230.17 83,942.55 128,437.64 176,584.03 126,495.31
b Beton1 Beton Kolom konvensional m³ 2,519,925.00 2.69 6,773,558.40 5.08 12,806,258.85 8.75 22,049,343.75 7.19 18,106,165.11 5.12 12,913,103.67 3.72 9,370,341.11 2 Beton Balok konvensional m³ 2,638,300.00 2.34 6,173,622.00 7.56 19,945,548.00 12.87 33,954,921.00 8.92 23,527,304.08 6.27 16,553,749.52 4.67 12,329,039.73 3 Beton Balok konvensional m³ 2,638,300.00 1.43 3,759,577.50 3.78 9,972,774.00 3.90 10,289,370.00 5.50 14,517,245.75 3.39 8,932,228.48 1.85 4,890,616.71 4 Beton Plat Lantai Konvensional m³ 2,449,861.03 6.91 16,933,439.40 21.02 51,505,878.19 33.70 82,550,517.10 28.60 70,063,085.48 18.57 45,505,678.57 14.26 34,943,592.73 5 Beton Tangga Konvensional m³ 2,395,295.00 0.36 862,306.20 0.36 862,306.20 1.08 2,586,918.60 0.46 1,105,428.64 0.23 550,917.85 1.34 3,217,120.71 6 Beton Kolom Praktis m³ 2,078,908.00 0.42 873,141.36 0.82 1,704,704.56 0.10 212,048.62 0.85 1,771,229.62 0.59 1,224,061.03 0.16 323,062.30
35,375,644.86 96,797,469.80 151,643,119.06 129,090,458.68 85,679,739.12 65,073,773.30 294,797.04 358,509.15 394,903.96 216,594.73 380,798.84 478,483.63
354,014.56
c Baja1 Struktur Rangka Baja kg 19,340.00 2,543.40 49,189,356.00 7,743.24 149,754,261.60 13,021.58 251,837,357.20 11,745.05 227,149,212.85 6,280.93 121,473,170.73 3,249.98 62,854,597.73
409,911.30 554,645.41 655,826.45 381,122.84 539,880.76 462,166.16 500,592.15
BANGUNAN KATEGORI 2.2 448.00 1,596.00 4,800.00 700.00 6,479.00 378.00 a Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 14.07 44,157,308.40 76.51 240,095,860.99 251.48 789,137,964.00 31.35 98,376,300.00 120.44 377,951,389.20 30.23 94,846,050.00
98,565.42 150,436.00 164,403.74 140,537.57 58,334.83 250,915.48 143,865.51
Persentase 1 Lantai 0.98
b Beton1 Beton Kolom non-konvensional 1 m³ 2,893,170.00 24.40 70,599,134.34 39.60 114,569,532.00 81.66 236,267,834.88 23.98 69,384,002.94 175.80 508,619,286.00 12.87 37,235,097.90 2 Beton Balok non-konvensional 1 m³ 2,994,670.00 - - 74.34 222,623,767.80 227.64 681,692,304.38 - - 390.67 1,169,927,728.90 - - 3 Beton Balok non-konvensional 1 m³ 2,994,670.00 22.23 66,573,670.26 21.24 63,606,790.80 63.23 189,358,973.44 25.20 75,465,684.00 72.88 218,251,549.60 17.92 53,664,486.40 4 Beton Plat Lantai Non Konvensional m³ 2,929,292.50 - - 119.04 348,702,979.20 419.04 1,227,490,729.20 53.55 156,863,613.38 325.84 954,480,668.20 25.44 74,521,201.20 5 Beton Tangga Non Konvensional 1 m³ 2,726,324.00 - - 5.40 14,722,149.60 8.10 22,083,224.40 12.60 34,351,682.40 20.66 56,325,853.84 8.50 23,173,754.00 6 Beton Kolom Praktis m³ 2,078,908.00 2.79 5,797,658.63 1.12 2,328,376.96 1.56 3,243,096.48 5.25 10,914,267.00 5.89 12,244,768.12 0.81 1,683,915.48
142,970,463.23 766,553,596.36 2,360,136,162.78 346,979,249.72 2,919,849,854.66 190,278,454.98 319,130.50 480,296.74 491,695.03 495,684.64 450,663.66 503,382.16
456,808.79 Persentase 1 Lantai 1.09
c Baja1 Struktur Rangka Baja kg 19,340.00 8,699.85 168,255,143.56 57,311.28 1,108,400,155.20 175,475.76 3,393,701,198.40 22,180.41 428,969,129.40 193,709.16 3,746,335,175.67 10,174.09 196,766,923.81 2 Beton Plat Lantai Non Konvensional m³ 2,929,292.50 22.60 66,214,899.39 12.75 37,348,479.38 5.04 14,763,634.20 38.65 113,217,155.13 109.61 321,078,286.28 18.34 53,712,971.93 3 Beton Tangga Non Konvensional 1 m³ 2,726,324.00 2.15 5,869,230.31 0.72 1,962,953.28 0.72 1,962,953.28 6.82 18,593,529.68 11.73 31,979,507.89 2.05 5,582,148.39
240,339,273.25 1,147,711,587.86 3,410,427,785.88 560,779,814.20 4,099,392,969.84 256,062,044.12 536,471.59 719,117.54 710,505.79 801,114.02 632,720.01 677,412.82
679,556.96 Persentase 1 Lantai 1.18
BANGUNAN KATEGORI 2.3 15,360.00 27,648.00 34,560.00 3,560.00 6,125.00 5,278.00 a Beton1 Beton Kolom non-konvensional 2 m³ 3,251,613.33 1,200.00 3,901,936,000.00 2,090.88 6,798,733,286.40 2,592.00 8,428,181,760.00 303.55 987,027,227.33 618.12 2,009,886,258.12 611.99 1,989,939,254.74 2 Beton Kolom non-konvensional 2 m³ 3,251,613.33 326.40 1,061,326,592.00 391.68 1,273,591,910.40 489.60 1,591,989,888.00 78.53 255,358,949.91 190.05 617,970,089.48 201.85 656,324,836.98 3 Beton Balok non-konvensional 2 m³ 3,353,113.33 2,976.00 9,978,865,280.00 6,635.52 22,249,650,585.60 8,294.40 27,812,063,232.00 576.84 1,934,218,277.98 1,064.05 3,567,883,595.45 1,076.55 3,609,777,511.92 4 Beton Balok non-konvensional 2 m³ 3,353,113.33 105.40 353,418,145.33 195.84 656,673,715.20 195.84 656,673,715.20 20.01 67,085,738.46 51.77 173,586,318.22 54.51 182,763,689.19 5 Beton Plat Lantai Non Konvensional m³ 3,278,548.33 1,108.80 3,635,254,392.00 3,317.76 10,877,436,518.40 4,147.20 13,596,795,648.00 209.22 685,923,128.83 434.72 1,425,254,465.72 466.68 1,530,034,944.54 6 Beton Tangga Non Konvensional 2 m³ 2,965,827.33 14.40 42,707,913.60 17.28 51,249,496.32 21.60 64,061,870.40 6.12 18,140,482.88 13.06 38,747,421.92 7.98 23,667,380.41 7 Beton Kolom Praktis m³ 2,078,908.00 91.20 189,596,409.60 91.20 189,596,409.60 91.20 189,596,409.60 8.30 17,255,975.85 20.00 41,583,980.94 23.24 48,304,948.23
19,163,104,732.53 42,096,931,921.92 52,339,362,523.20 3,965,009,781.25 7,874,912,129.86 8,040,812,566.01 1,247,597.96 1,522,603.15 1,514,449.15 1,113,766.79 1,285,699.94 1,523,458.24
1,367,929.20
b Baja1 Struktur Rangka Baja kg 19,340.00 886,919.38 17,153,020,731.84 1,924,408.79 37,218,065,913.50 2,123,106.23 41,060,874,434.05 151,722.03 2,934,304,060.20 284,004.84 5,492,653,605.60 277,512.65 5,367,094,621.44 2 Beton Kolom non-konvensional 2 m³ 3,251,613.33 300.29 976,420,464.64 360.35 1,171,704,557.57 450.43 1,464,630,696.96 190.90 620,724,438.24 281.14 914,150,443.50 165.81 539,161,868.69 3 Beton Plat Lantai Non Konvensional m³ 3,278,548.33 1,020.10 3,344,434,040.64 3,052.34 10,007,241,596.93 3,815.42 12,509,051,996.16 648.49 2,126,104,497.26 1,172.93 3,845,491,303.88 883.64 2,897,063,504.21 4 Beton Tangga Non Konvensional 2 m³ 2,965,827.33 13.25 39,291,280.51 15.90 47,149,536.61 19.87 58,936,920.77 8.42 24,978,028.33 12.40 36,785,527.14 7.32 21,695,940.42
21,513,166,517.63 48,444,161,604.61 55,093,494,047.94 5,706,111,024.02 10,289,080,880.12 8,825,015,934.76 1,400,596.78 1,752,175.98 1,594,140.45 1,602,840.18 1,679,849.94 1,672,037.88
1,616,940.20
III BANGUNAN KATEGORI 3BANGUNAN KATEGORI 3.1 240.00 336.00 512.00 430.00 144.00 378.00
a Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 5.92 18,583,236.00 8.49 26,640,364.80 12.58 39,479,178.00 11.12 34,894,560.00 3.64 11,422,320.00 9.45 29,654,100.00
77,430.15 79,286.80 77,107.77 81,150.14 79,321.67 78,450.00 78,791.09
b Beton1 Beton Kolom konvensional m³ 2,519,925.00 3.00 7,559,775.00 5.47 13,780,839.84 7.88 19,844,409.38 5.42 13,657,993.50 2.34 5,896,624.50 5.71 14,388,771.75 2 Beton Balok konvensional m³ 2,638,300.00 - - - - - - - - - - - - 3 Beton Balok konvensional m³ 2,638,300.00 4.22 11,144,179.20 5.02 13,233,712.80 6.86 18,109,291.20 7.67 20,235,761.00 2.22 5,857,026.00 4.98 13,138,734.00 4 Beton Plat Lantai Konvensional m³ 2,449,861.03 - - - - - - - - - - - - 5 Beton Tangga Konvensional m³ 2,395,295.00 - - - - - - - - - - - - 6 Beton Kolom Praktis m³ 2,078,908.00 1.06 2,195,326.85 1.25 2,606,950.63 1.72 3,567,406.13 1.42 2,952,049.36 0.55 1,143,399.40 1.56 3,243,096.48
20,899,281.05 29,621,503.28 41,521,106.70 36,845,803.86 12,897,049.90 30,770,602.23 87,080.34 88,159.24 81,095.91 85,687.92 89,562.85 81,403.71
85,498.33
c Baja1 Struktur Rangka Baja kg 19,340.00 2,373.84 45,910,065.60 2,967.30 57,387,582.00 4,154.22 80,342,614.80 4,118.90 79,659,526.00 791.06 15,299,144.88 3,204.50 61,975,030.00 2 Struktur Rangka Baja kg 19,340.00 1,073.13 20,754,264.58 1,274.34 24,645,689.18 1,609.69 31,131,396.86 1,886.67 36,488,197.80 349.67 6,762,675.82 1,245.00 24,078,300.00
66,664,330.18 82,033,271.18 111,474,011.66 116,147,723.80 22,061,820.70 86,053,330.00 277,768.04 244,146.64 217,722.68 270,110.99 153,207.09 227,654.31
231,768.29
BANGUNAN KATEGORI 3.2 756.00 980.00 1,232.00 2,265.00 1,470.00 999.00 a Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 27.43 86,066,553.60 38.02 119,294,208.00 51.07 160,253,894.40 85.12 267,106,560.00 60.41 189,566,580.00 42.22 132,486,360.00
113,844.65 121,728.78 130,076.21 117,927.84 128,956.86 132,618.98 124,192.22
b Beton1 Beton Kolom non-konvensional 1 m³ 2,893,170.00 18.64 53,919,430.66 25.72 74,426,798.25 32.58 94,265,843.57 56.87 164,534,577.90 39.88 115,379,619.60 21.41 61,937,851.31 2 Beton Balok non-konvensional 1 m³ 2,994,670.00 3.72 11,140,172.40 4.08 12,218,253.60 4.44 13,296,334.80 10.17 30,455,793.90 5.54 16,590,471.80 2.93 8,780,971.37 3 Beton Balok non-konvensional 1 m³ 2,994,670.00 4.32 12,936,974.40 4.97 14,877,520.56 5.62 16,818,066.72 11.09 33,210,890.30 6.21 18,596,900.70 3.58 10,721,517.53 4 Beton Plat Lantai Non Konvensional m³ 2,929,292.50 15.12 44,290,902.60 16.80 49,212,114.00 18.48 54,133,325.40 39.87 116,790,891.98 25.20 73,818,171.00 12.24 35,851,903.84 5 Beton Tangga Non Konvensional 1 m³ 2,726,324.00 0.48 1,308,635.52 0.48 1,308,635.52 0.48 1,308,635.52 1.44 3,925,906.56 0.69 1,881,163.56 0.34 927,495.42 6 Beton Kolom Praktis m³ 2,078,908.00 0.86 1,796,176.51 0.99 2,065,602.99 1.12 2,335,029.47 2.59 5,384,371.72 1.42 2,952,049.36 0.72 1,498,684.78
125,392,292.09 154,108,924.92 182,157,235.48 354,302,432.36 229,218,376.02 119,718,424.26 165,862.82 157,254.01 147,854.90 156,424.91 155,930.87 119,838.26
150,527.63
c Baja1 Struktur Rangka Baja kg 19,340.00 10,058.05 194,522,648.32 12,660.48 244,853,683.20 17,218.25 333,001,009.15 24,409.54 472,080,432.04 19,876.12 384,404,160.80 10,490.60 202,888,107.30 2 Beton Plat Lantai Non Konvensional m³ 2,929,292.50 15.12 44,290,902.60 16.80 49,212,114.00 18.48 54,133,325.40 36.86 107,959,075.09 25.20 73,818,171.00 11.41 33,415,904.19 3 Beton Tangga Non Konvensional 1 m³ 2,726,324.00 0.48 1,308,635.52 0.48 1,308,635.52 0.48 1,308,635.52 1.17 3,202,067.54 0.75 2,044,743.00 0.31 838,344.63 4 Struktur Rangka Baja kg 19,340.00 3,967.70 76,735,395.36 4,562.86 88,245,704.66 5,158.02 99,756,013.97 9,725.08 188,083,022.06 6,845.44 132,390,809.60 3,137.00 60,669,628.35
240,122,186.44 295,374,432.72 388,442,970.07 583,241,574.67 460,267,074.80 237,142,356.12 317,621.94 301,402.48 315,294.62 257,501.80 313,106.85 237,379.74
290,384.57
IV BANGUNAN KATEGORI 4BANGUNAN KATEGORI 4.1 6.00 32.00 98.00 96.00 110.00 20.00
a Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 0.14 433,044.00 0.62 1,958,112.00 1.15 3,624,390.00 1.79 5,617,020.00 1.92 6,024,960.00 0.31 971,285.71
72,174.00 61,191.00 36,983.57 58,510.63 54,772.36 48,564.29 56,782.86 55,365.97
b Beton1 Beton Kolom konvensional m³ 2,519,925.00 0.17 426,875.30 0.40 1,016,033.76 0.69 1,728,668.55 1.56 3,931,083.00 1.40 3,527,895.00 0.15 371,988.93 2 Beton Balok konvensional m³ 2,638,300.00 - - - - - - - - - - - - 3 Beton Balok konvensional m³ 2,638,300.00 0.12 316,596.00 0.29 759,830.40 0.76 1,994,554.80 1.41 3,720,003.00 1.00 2,638,300.00 0.30 804,053.33 4 Beton Plat Lantai Konvensional m³ 2,449,861.03 - - - - - - - - - - - - 5 Beton Tangga Konvensional m³ 2,395,295.00 - - - - - - - - - - - - 6 Beton Kolom Praktis m³ 2,078,908.00 - - - - - - - - - - - -
743,471.29 1,775,864.16 3,723,223.35 7,651,086.00 6,166,195.00 1,176,042.26 123,911.88 55,495.76 37,992.07 79,698.81 56,056.32 58,802.11
72,466.57 68,659.49
c Baja1 Struktur Rangka Baja kg 19,340.00 46.20 893,508.00 189.84 3,671,505.60 337.05 6,518,547.00 550.40 10,644,736.00 641.11 12,399,067.40 68.02 1,315,580.48 2 Struktur Rangka Baja kg 19,340.00 34.40 665,296.00 121.92 2,357,932.80 310.38 6,002,749.20 345.27 6,677,521.80 408.21 7,894,781.40 62.22 1,203,408.48
1,558,804.00 6,029,438.40 12,521,296.20 17,322,257.80 20,293,848.80 2,518,988.95 259,800.67 188,419.95 127,768.33 180,440.19 184,489.53 125,949.45
191,996.32 177,811.35
BANGUNAN KATEGORI 4.2 325.50 713.00 1,069.50 5,760.00 160.00 306.00 a Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 2.54 7,971,022.08 10.12 31,771,798.13 21.13 66,298,659.84 98.45 308,936,100.00 2.98 9,351,240.00 7.01 21,997,380.00
24,488.55 44,560.73 61,990.33 53,634.74 58,445.25 71,886.86 52,501.08
Pesentase 1 Lantai 1.02
b Beton1 Beton Kolom non-konvensional 1 m³ 2,893,170.00 1.26 3,640,765.13 5.04 14,581,576.80 10.89 31,496,205.89 245.88 711,372,639.60 1.26 3,645,394.20 3.55 10,270,753.50 2 Beton Balok non-konvensional 1 m³ 2,994,670.00 - - 7.50 22,460,025.00 15.00 44,920,050.00 - - 1.91 5,719,819.70 4.75 14,224,682.50 3 Beton Balok non-konvensional 1 m³ 2,994,670.00 1.02 3,054,563.40 1.02 3,054,563.40 1.02 3,054,563.40 60.45 181,027,801.50 0.24 718,720.80 0.35 1,048,134.50 4 Beton Plat Lantai Non Konvensional m³ 2,929,292.50 - - 32.64 95,612,107.20 65.28 191,224,214.40 120.44 352,803,988.70 8.12 23,785,855.10 21.66 63,448,475.55 5 Beton Tangga Non Konvensional 1 m³ 2,726,324.00 - - 4.20 11,450,560.80 8.40 22,901,121.60 12.60 34,351,682.40 1.04 2,835,376.96 2.90 7,906,339.60 6 Beton Kolom Praktis m³ 2,078,908.00 0.12 249,468.96 0.36 748,406.88 0.72 1,496,813.76 8.56 17,795,452.48 0.10 207,890.80 0.25 519,727.00
6,944,797.49 147,907,240.08 295,092,969.05 1,297,351,564.68 36,913,057.56 97,418,112.65 21,335.78 207,443.53 275,916.75 225,234.65 230,706.61 318,359.85
213,166.20 Pesentase 1 Lantai 1.06
c Baja1 Struktur Rangka Baja kg 19,340.00 3,310.71 64,029,046.86 8,349.98 161,488,655.75 17,744.45 343,177,740.36 141,874.22 2,743,847,414.80 1,831.58 35,422,840.36 2,926.50 56,598,519.67 2 Beton Plat Lantai Non Konvensional m³ 2,929,292.50 - - 32.64 95,612,107.20 65.28 191,224,214.40 - - 14.78 43,290,256.28 11.37 33,317,772.90
3 Beton Tangga Non Konvensional 1 m³ 2,726,324.00 - - 4.20 11,450,560.80 8.40 22,901,121.60 - - 1.86 5,061,147.87 1.46 3,988,612.01 64,029,046.86 268,551,323.75 557,303,076.36 2,743,847,414.80 83,774,244.52 93,904,904.58 196,709.82 376,649.82 521,087.50 476,362.40 523,589.03 306,878.77
400,212.89 Pesentase 1 Lantai 1.19
BANGUNAN KATEGORI 4.3 288.00 175.00 144.00 3,468.00 838.00 225.00 a Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 11.52 36,149,760.00 6.60 20,710,800.00 6.00 18,828,000.00 141.71 444,685,980.00 63.75 200,035,261.80 14.27 44,776,749.60
125,520.00 118,347.43 130,750.00 128,225.48 238,705.56 199,007.78 156,759.38
b Beton1 Beton Kolom non-konvensional 2 m³ 3,251,613.33 17.20 55,938,154.50 9.78 31,792,974.53 4.17 13,547,521.79 170.16 553,304,929.96 73.16 237,888,031.47 5.81 18,891,873.47 2 Beton Kolom non-konvensional 2 m³ 3,251,613.33 - - - - - - - - - - - - 3 Beton Balok non-konvensional 2 m³ 3,353,113.33 7.53 25,236,872.19 5.85 19,603,641.79 21.28 71,354,251.73 74.45 249,627,216.46 43.75 146,698,708.33 29.69 99,553,934.87 4 Beton Balok non-konvensional 2 m³ 3,353,113.33 1.50 5,032,352.49 0.58 1,952,853.21 0.36 1,201,755.82 14.85 49,789,709.26 4.36 14,619,574.13 0.50 1,676,556.67 5 Beton Plat Lantai Non Konvensional m³ 3,278,548.33 19.35 63,451,713.02 - - - - 191.43 627,624,310.22 - - - - 6 Beton Tangga Non Konvensional 2 m³ 2,965,827.33 3.14 9,300,834.52 - - - - 31.02 92,007,081.87 - - - - 7 Beton Kolom Praktis m³ 2,078,908.00 12.54 26,077,821.95 5.71 11,874,722.50 1.25 2,607,782.20 124.08 257,951,736.20 42.74 88,852,527.92 1.75 3,638,089.00
185,037,748.67 65,224,192.02 88,711,311.54 1,830,304,983.98 488,058,841.85 123,760,454.00 642,492.18 372,709.67 616,050.77 527,769.60 582,409.12 550,046.46
548,579.64
c Baja 15,360.00 27,648.00 34,560.00 1 Struktur Rangka Baja kg 19,340.00 965,865.57 18,679,840,123.80 1,859,852.77 35,969,552,610.48 2,312,087.50 44,715,772,327.36 232,897.22 4,504,232,234.80 48,769.04 943,193,214.26 11,249.87 217,572,522.55 2 Beton Kolom non-konvensional 2 m³ 3,251,613.33 - - - - - - - - - - - - 3 Beton Plat Lantai Non Konvensional m³ 3,278,548.33 18.39 60,279,127.37 - - - - 4.00 13,114,193.33 - - - - 4 Beton Tangga Non Konvensional 2 m³ 2,965,827.33 2.98 8,835,792.79 - - - - 0.65 1,927,787.77 - - - -
18,748,955,043.96 35,969,552,610.48 44,715,772,327.36 4,519,274,215.90 943,193,214.26 217,572,522.55 1,220,635.09 1,300,982.08 1,293,859.15 1,303,135.59 1,125,528.90 966,988.99
1,201,854.97
ANALISA BILL OF QUANTITY
No. Macam Pekerjaan Satuan Harga Satuan Volume 1 Nilai 1 Volume 2 Nilai 2 Volume 3 Nilai 3
I BANGUNAN KATEGORI 11 BANGUNAN KATEGORI 1.1 99.00 119.00 77.00
a. Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 1.75 5,491,500.00 1.40 4,393,200.00 1.47 4,612,860.00 2 Gording m³ 3,044,000.00 0.95 2,891,800.00 1.00 3,044,000.00 1.10 3,348,400.00
8,383,300.00 7,437,200.00 7,961,260.00 84,679.80 62,497.48 103,392.99
b Beton1 Beton Balok konvensional m³ 2,638,300.00 2.64 6,952,448.16 2.52 6,656,114.30 2.66 7,020,832.90 2 Gording m³ 3,044,000.00 0.95 2,891,800.00 1.00 3,044,000.00 1.10 3,348,400.00
9,844,248.16 9,700,114.30 10,369,232.90 99,436.85 81,513.57 134,665.36
c Baja1 Struktur Rangka Baja kg 19,340.00 1,025.84 19,839,706.92 1,930.72 37,340,186.69 1,088.01 21,042,113.40 2 Gording Canal C kg 14,782.51 0.95 14,043.38 1.00 14,782.51 1.10 16,260.76
19,853,750.30 37,354,969.19 21,058,374.16 200,542.93 313,907.30 273,485.38
2 BANGUNAN KATEGORI 1.2 60.00 85.00 45.00 a. Kayu
1 Kuda-kuda Exposed m³ 3,937,000.00 1.07 4,202,747.50 1.40 5,511,800.00 1.13 4,456,290.30 2 Gording Exposed m³ 3,320,000.00 0.59 1,944,192.00 1.00 3,320,000.00 0.85 2,812,040.00
6,146,939.50 8,831,800.00 7,268,330.30 102,448.99 103,903.53 161,518.45
b Beton1 Beton Balok non-konvensional 1 m³ 2,994,670.00 2.29 6,865,652.31 2.52 7,555,193.05 2.05 6,136,265.70 2 Gording m³ 3,320,000.00 0.51 1,691,447.04 1.00 3,320,000.00 0.85 2,812,040.00
8,557,099.35 10,875,193.05 8,948,305.70 142,618.32 127,943.45 198,851.24
c Baja1 Struktur Rangka Baja kg 19,340.00 602.45 11,651,318.79 1,127.57 21,807,281.16 644.97 12,473,764.82 2 Gording Canal C kg 14,782.51 0.29 4,292.83 0.57 8,426.03 0.63 9,268.63
11,655,611.62 21,815,707.19 12,483,033.45 194,260.19 256,655.38 277,400.74
3 BANGUNAN KATEGORI 1.3 960.00 1,382.40 1,016.47 a. Kayu
1 Kuda-kuda Exposed m³ 3,937,000.00 18.71 73,665,207.00 14.97 58,932,165.60 15.72 61,878,773.88 2 Gording Exposed m³ 3,320,000.00 11.88 39,441,600.00 12.38 41,085,000.00 13.61 45,193,500.00
113,106,807.00 100,017,165.60 107,072,273.88 117,819.59 72,350.38 105,337.31
b Beton1 Beton Balok non-konvensional 1 m³ 2,994,670.00 15.24 45,637,845.45 30.41 91,063,686.23 26.89 80,533,506.54 2 Gording Exposed m³ 3,320,000.00 3.05 10,137,586.80 10.15 33,698,000.00 9.36 31,078,520.00
55,775,432.25 124,761,686.23 111,612,026.54 58,099.41 90,250.06 109,803.50
c Baja1 Struktur Rangka Baja kg 19,340.00 9,672.41 187,064,388.13 18,025.85 348,619,996.05 10,335.66 199,891,660.45 2 Gording Canal C kg 14,782.51 27.15 401,278.91 8.89 131,416.48 9.78 144,558.13
187,465,667.04 348,751,412.53 200,036,218.58 195,276.74 252,279.67 196,794.89
II BANGUNAN KATEGORI 21 BANGUNAN KATEGORI 2.1 60.00 90.00 96.00
a. Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 0.86 2,711,232.00 1.87 5,874,336.00 1.87 5,874,336.00 2 Gording m³ 3,044,000.00 1.08 3,272,908.80 1.31 3,974,246.40 1.38 4,208,025.60
5,984,140.80 9,848,582.40 10,082,361.60 99,735.68 109,428.69 105,024.60
b Beton1 Beton Balok konvensional m³ 2,638,300.00 2.30 6,078,643.20 3.80 10,029,761.28 3.89 10,252,644.86 2 Gording m³ 3,044,000.00 - - - - - -
6,078,643.20 10,029,761.28 10,252,644.86 101,310.72 111,441.79 106,798.38
c Baja1 Struktur Rangka Baja kg 19,340.00 509.60 9,855,664.00 724.20 14,006,028.00 596.40 11,534,376.00 2 Gording Canal C kg 14,782.51 505.12 7,466,939.56 613.36 9,066,998.03 792.00 11,707,744.95
17,322,603.56 23,073,026.03 23,242,120.95 288,710.06 256,366.96 242,105.43
2 BANGUNAN KATEGORI 2.2 448.00 798.00 1,200.00 a. Kayu
1 Kuda-kuda Exposed m³ 3,937,000.00 13.06 51,431,708.16 18.82 74,078,592.00 38.71 152,390,246.40 2 Gording Exposed m³ 3,320,000.00 5.48 18,205,286.40 7.37 24,477,696.00 14.28 47,425,536.00
69,636,994.56 98,556,288.00 199,815,782.40 155,439.72 123,504.12 166,513.15
b Beton1 Beton Balok non-konvensional 1 m³ 2,994,670.00 17.28 51,747,897.60 23.62 70,722,126.72 46.80 140,150,556.00 2 Gording Exposed m³ 3,320,000.00 - - - - - -
51,747,897.60 70,722,126.72 140,150,556.00 115,508.70 88,624.22 116,792.13
c Baja1 Struktur Rangka Baja kg 19,340.00 5,632.00 108,922,880.00 8,880.00 171,739,200.00 20,185.00 390,377,900.00 2 Gording Canal C kg 14,782.51 2,917.88 43,133,579.34 2,917.88 43,133,579.34 2,917.88 43,133,579.34
152,056,459.34 214,872,779.34 433,511,479.34 339,411.74 269,264.13 361,259.57
3 BANGUNAN KATEGORI 2.3 1,536.00 1,974.86 1,728.00 a. Kayu
1 Kuda-kuda Exposed m³ 3,937,000.00 33.47 131,783,037.22 48.21 189,810,958.96 99.18 390,468,258.43 2 Gording Exposed m³ 3,320,000.00 13.76 45,695,268.86 18.51 61,439,016.96 35.85 119,038,095.36
177,478,306.08 251,249,975.92 509,506,353.79 115,545.77 127,224.38 294,853.21
b Beton1 Beton Balok non-konvensional 1 m³ 2,994,670.00 17.64 52,825,978.80 24.11 72,195,504.36 47.78 143,070,359.25 2 Gording Exposed m³ 3,320,000.00 - - - - - -
52,825,978.80 72,195,504.36 143,070,359.25 34,391.91 36,557.33 82,795.35
c Baja1 Struktur Rangka Baja kg 19,340.00 18,600.67 359,736,872.70 29,327.75 567,198,762.36 31,165.14 602,733,718.15 2 Gording Canal C kg 14,782.51 9,424.75 139,321,461.26 9,424.75 139,321,461.26 4,406.00 65,131,704.80
499,058,333.96 706,520,223.62 667,865,422.95 324,907.77 357,757.64 386,496.19
III BANGUNAN KATEGORI 31 BANGUNAN KATEGORI 3.1 240.00 336.00 512.00
a. Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 3.00 9,398,937.60 4.87 15,288,336.00 8.55 26,841,196.80 2 Gording m³ 3,044,000.00 2.53 7,714,713.60 3.00 9,117,388.80 4.57 13,909,862.40
17,113,651.20 24,405,724.80 40,751,059.20 71,306.88 72,636.09 79,591.91
b Beton1 Beton Balok konvensional m³ 2,638,300.00 15.30 40,365,990.00 25.60 67,547,075.75 51.48 135,819,684.00 2 Gording m³ 3,044,000.00 2.53 7,714,713.60 3.00 9,117,388.80 4.57 13,909,862.40
48,080,703.60 76,664,464.55 149,729,546.40 200,336.27 228,168.05 292,440.52
c Baja1 Struktur Rangka Baja kg 19,340.00 2,621.40 50,697,876.00 3,936.80 76,137,712.00 6,058.80 117,177,192.00 2 Gording Canal C kg 14,782.51 1,190.64 17,600,643.24 1,407.12 20,800,760.19 2,146.76 31,734,493.12
68,298,519.24 96,938,472.19 148,911,685.12 284,577.16 288,507.36 290,843.13
2 BANGUNAN KATEGORI 3.2 756.00 980.00 1,232.00 a. Kayu
1 Kuda-kuda Exposed m³ 3,937,000.00 14.04 55,275,480.00 20.16 79,369,920.00 27.99 110,191,905.60 2 Gording Exposed m³ 3,320,000.00 5.91 19,633,152.00 7.83 26,007,552.00 10.02 33,274,368.00
74,908,632.00 105,377,472.00 143,466,273.60 99,085.49 107,528.03 116,449.90
b Beton1 Beton Balok non-konvensional 1 m³ 2,994,670.00 64.90 194,342,104.32 85.18 255,074,011.92 103.43 309,732,728.76 2 Gording Exposed m³ 3,320,000.00 5.91 19,633,152.00 7.83 26,007,552.00 10.02 33,274,368.00
213,975,256.32 281,081,563.92 343,007,096.76 283,036.05 286,817.92 278,414.85
c Baja1 Struktur Rangka Baja kg 19,340.00 10,534.37 203,734,677.12 14,423.76 278,955,518.40 17,932.82 346,820,816.16 2 Gording Canal C kg 14,782.51 2,778.16 41,068,167.56 3,680.16 54,401,988.20 4,708.44 69,602,543.73
244,802,844.68 333,357,506.60 416,423,359.89 323,813.29 340,160.72 338,005.97
IV BANGUNAN KATEGORI 41 BANGUNAN KATEGORI 4.1 6.00 32.00 98.00
a. Kayu1 Struktur Rangka Kayu m³ 3,138,000.00 0.04 120,499.20 0.30 948,931.20 1.01 3,163,104.00 2 Gording m³ 3,044,000.00 0.06 170,464.00 0.24 730,560.00 0.61 1,870,233.60
290,963.20 1,679,491.20 5,033,337.60 48,493.87 52,484.10 51,360.59
b Beton1 Beton Balok konvensional m³ 2,638,300.00 0.09 243,145.73 0.63 1,662,129.00 1.89 4,986,387.00 2 Gording m³ 3,044,000.00 0.06 170,464.00 0.24 730,560.00 0.61 1,870,233.60
413,609.73 2,392,689.00 6,856,620.60 68,934.95 74,771.53 69,965.52
c Baja1 Struktur Rangka Baja kg 19,340.00 27.97 540,901.12 326.34 6,311,415.60 889.35 17,200,029.00 2 Gording Canal C kg 14,782.51 32.48 480,135.80 81.20 1,200,339.51 129.92 1,920,543.21
1,021,036.92 7,511,755.11 19,120,572.21 170,172.82 234,742.35 195,107.88
2 BANGUNAN KATEGORI 4.2 325.50 356.50 534.75 a. Kayu
1 Struktur Rangka Kayu m³ 3,138,000.00 4.74 14,881,651.20 5.11 16,026,393.60 5.11 16,026,393.60 2 Gording m³ 3,044,000.00 5.07 15,429,427.20 5.53 16,832,102.40 5.53 16,832,102.40
30,311,078.40 32,858,496.00 32,858,496.00 93,121.59 92,169.69 61,446.46
b Beton1 Beton Balok konvensional m³ 2,638,300.00 20.80 54,876,640.00 22.40 59,097,920.00 22.40 59,097,920.00 2 Gording m³ 3,044,000.00 5.07 15,429,427.20 5.53 16,832,102.40 5.53 16,832,102.40
70,306,067.20 75,930,022.40 75,930,022.40 215,994.06 212,987.44 141,991.63
c Baja1 Struktur Rangka Baja kg 19,340.00 4,430.40 85,683,936.00 4,771.20 92,275,008.00 4,771.20 92,275,008.00 2 Gording Canal C kg 14,782.51 3,178.56 46,987,083.07 3,467.52 51,258,636.07 3,467.52 51,258,636.07
132,671,019.07 143,533,644.07 143,533,644.07 407,591.46 402,618.92 268,412.61
3 BANGUNAN KATEGORI 4.3 288.00 175.00 144.00 a. Kayu
1 Kuda-kuda Exposed m³ 3,937,000.00 4.89 19,251,930.00 5.50 21,653,500.00 7.12 28,031,440.00 2 Gording Exposed m³ 3,320,000.00 1.45 4,814,000.00 1.26 4,183,200.00 1.32 4,382,400.00 3 Kubah bh 5,000,000.00 1.00 5,000,000.00 1.00 5,000,000.00 1.00 5,000,000.00
24,065,930.00 25,836,700.00 32,413,840.00 83,562.26 147,638.29 225,096.11
b Beton1 Beton Balok non-konvensional 1 m³ 2,994,670.00 13.35 39,978,844.50 12.30 36,834,441.00 16.50 49,412,055.00 2 Gording Exposed m³ 3,320,000.00 1.45 4,814,000.00 1.26 4,183,200.00 1.32 4,382,400.00 3 Kubah bh 7,877,041.04 2.40 18,904,898.50 2.40 18,904,898.50 2.40 18,904,898.50
63,697,743.00 59,922,539.50 72,699,353.50 221,172.72 342,414.51 504,856.62
c Baja1 Struktur Rangka Baja kg 19,340.00 3,577.80 69,194,652.00 2,934.60 56,755,164.00 3,376.80 65,307,312.00 2 Gording Canal C kg 14,782.51 1,047.48 15,484,379.65 1,047.48 15,484,379.65 1,047.48 15,484,379.65 3 Kubah bh 5,000,000.00 1.00 5,000,000.00 1.00 5,000,000.00 1.00 5,000,000.00
84,679,031.65 72,239,543.65 80,791,691.65 294,024.42 412,797.39 561,053.41
ANALISA BILL OF QUANTITY
No. Macam Pekerjaan Satuan Harga Satuan Volume 1 Nilai 1 Volume 2 Nilai 2 Volume 3 Nilai 3
I BANGUNAN KATEGORI 1.1 99.00 119.00 77.00 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 28.86 1,865,546.47 37.72 2,438,267.95 25.92 1,675,501.20 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 311.86 19,589,485.90 269.57 16,933,039.55 167.84 10,542,869.60 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 57.72 1,395,727.32 58.48 1,414,104.88 32.30 781,046.30 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 578.72 13,373,987.71 515.14 11,904,679.34 421.39 9,738,154.34 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 5.20 140,951.20 4.50 121,977.00 3.60 97,581.60 f Acian Plesteran m² 13,503.33 320.82 4,332,139.40 289.06 3,903,273.53 228.65 3,087,469.65 g Sekonengan (Tali Air) m' 5,563.67 18.00 100,146.00 12.50 69,545.83 11.70 65,094.90 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.28 2,111,966.67 0.28 2,087,120.00 0.34 2,549,268.00 i Daun Pintu/Jendela 1 m² 371,675.00 10.11 3,758,873.17 10.11 3,757,634.25 8.65 3,214,988.75 j Pas. Kunci dan Pengantung 1 bh 152,500.00 3.50 533,750.00 3.50 533,750.00 3.40 518,500.00 k Beton Kolom Praktis m³ 2,078,908.00 0.38 789,985.04 0.18 382,865.56 0.20 415,781.60 l Profilan Plesteran 5x5 m' 27,300.25 8.50 232,052.13 10.25 279,827.56 9.00 245,702.25
48,224,611.01 43,826,085.46 32,931,958.19 487,117.28 368,286.43 427,687.77
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 28.86 1,161,159.01 37.72 1,517,634.02 25.92 1,042,870.46 b Pas. Batako Tras 1:4 m² 39,484.22 311.86 12,313,548.85 269.57 10,643,761.19 167.84 6,627,031.48 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 57.72 1,395,727.32 58.48 1,414,104.88 32.30 781,046.30 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 578.72 13,373,987.71 515.14 11,904,679.34 421.39 9,738,154.34 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 5.20 140,951.20 4.50 121,977.00 3.60 97,581.60 f Acian Plesteran m² 13,503.33 320.82 4,332,139.40 289.06 3,903,273.53 228.65 3,087,469.65 g Sekonengan (Tali Air) m' 5,563.67 18.00 100,146.00 12.50 69,545.83 11.70 65,094.90 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 0.28 1,583,975.00 0.28 1,565,340.00 0.34 1,911,951.00 i Daun Pintu/Jendela 2 m² 278,756.25 10.11 2,819,154.88 10.11 2,818,225.69 8.65 2,411,241.56 j Pas. Kunci dan Pengantung 1 bh 152,500.00 3.50 533,750.00 3.50 533,750.00 3.40 518,500.00 k Beton Kolom Praktis m³ 2,078,908.00 0.38 789,985.04 0.18 382,865.56 0.20 415,781.60 l Profilan Plesteran 5x5 m' 27,300.25 8.50 232,052.13 10.25 279,827.56 9.00 245,702.25
38,776,576.53 35,154,984.61 26,942,425.16 391,682.59 295,420.04 349,901.63
3 Material 3a Pas. Dinding Papan m² 96,800.00 204.43 19,789,017.60 184.37 17,847,403.20 116.26 11,253,580.80 b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 0.28 1,583,975.00 0.28 1,565,340.00 0.34 1,911,951.00 c Daun Pintu/Jendela 3 m² 209,067.19 10.11 2,114,366.16 10.11 2,113,669.27 8.65 1,808,431.17 d Pas. Kunci dan Pengantung 3 bh 114,375.00 3.50 400,312.50 3.50 400,312.50 3.40 388,875.00
23,887,671.26 21,926,724.97 15,362,837.97 241,289.61 184,258.19 199,517.38
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 28.86 1,612,357.70 37.72 2,107,350.39 25.92 1,448,105.04 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 311.86 17,248,415.25 269.57 14,909,431.47 167.84 9,282,928.29 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 57.72 1,395,727.32 58.48 1,414,104.88 32.30 781,046.30 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 578.72 13,373,987.71 515.14 11,904,679.34 421.39 9,738,154.34 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 5.20 140,951.20 4.50 121,977.00 3.60 97,581.60 f Acian Plesteran m² 13,503.33 320.82 4,332,139.40 289.06 3,903,273.53 228.65 3,087,469.65 g Sekonengan (Tali Air) m' 5,563.67 18.00 100,146.00 12.50 69,545.83 11.70 65,094.90 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.43 3,167,950.00 0.39 2,907,060.00 0.43 3,186,585.00 i Daun Pintu/Jendela 1 m² 371,675.00 10.11 3,758,873.17 10.11 3,757,634.25 8.65 3,214,988.75 j Pas. Kunci dan Pengantung 1 bh 152,500.00 3.50 533,750.00 3.50 533,750.00 3.40 518,500.00 k Beton Kolom Praktis m³ 2,078,908.00 0.38 789,985.04 0.18 382,865.56 0.20 415,781.60 l Profilan Plesteran 5x5 m' 27,300.25 8.50 232,052.13 10.25 279,827.56 9.00 245,702.25
46,686,334.91 42,291,499.82 32,081,937.72 471,579.14 355,390.75 416,648.54
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 204.43 13,172,235.20 184.37 11,879,831.40 116.26 7,490,761.60 b Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.28 2,111,966.67 0.28 2,087,120.00 0.34 2,549,268.00 c Daun Pintu/Jendela 1 m² 371,675.00 10.11 3,758,873.17 10.11 3,757,634.25 8.65 3,214,988.75 d Pas. Kunci dan Pengantung 1 bh 152,500.00 3.50 533,750.00 3.50 533,750.00 3.40 518,500.00
19,576,825.03 18,258,335.65 13,773,518.35 197,745.71 153,431.39 178,876.86
I BANGUNAN KATEGORI 1.2 120.00 170.00 90.00 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 31.02 2,005,462.46 40.55 2,621,138.05 27.86 1,801,163.79 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 335.25 21,058,697.34 289.79 18,203,017.52 180.43 11,333,584.82 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 62.05 1,500,406.87 62.87 1,520,162.75 34.72 839,624.77 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 622.12 14,377,036.79 553.78 12,797,530.29 452.99 10,468,515.92 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 5.59 151,522.54 4.84 131,125.28 3.87 104,900.22 f Acian Plesteran m² 13,503.33 689.76 9,314,099.71 621.48 8,392,038.10 491.59 6,638,059.75 g Sekonengan (Tali Air) m' 5,563.67 19.35 107,656.95 13.44 74,761.77 12.58 69,977.02 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.30 2,270,364.17 0.30 2,243,654.00 0.29 2,192,370.48 i Daun Pintu/Jendela 1 m² 371,675.00 10.87 4,040,788.65 10.87 4,039,456.82 7.44 2,764,890.33 j Pas. Kunci dan Pengantung 1 bh 152,500.00 3.01 459,025.00 3.76 573,781.25 3.66 557,387.50 k Beton Kolom Praktis m³ 2,078,908.00 0.41 849,233.92 0.16 329,264.38 0.22 446,965.22 l Profilan Plesteran 5x5 m' 27,300.25 9.14 249,456.03 11.02 300,814.63 9.68 264,129.92
56,383,750.44 51,226,744.82 37,481,569.73 469,864.59 301,333.79 416,461.89
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 31.02 1,248,245.94 40.55 1,631,456.58 27.86 1,121,085.75 b Pas. Batako Tras 1:4 m² 39,484.22 335.25 13,237,065.01 289.79 11,442,043.27 180.43 7,124,058.85 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 62.05 1,500,406.87 62.87 1,520,162.75 34.72 839,624.77 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 622.12 14,377,036.79 553.78 12,797,530.29 452.99 10,468,515.92 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 5.59 151,522.54 4.84 131,125.28 3.87 104,900.22 f Acian Plesteran m² 13,503.33 689.76 9,314,099.71 621.48 8,392,038.10 491.59 6,638,059.75 g Sekonengan (Tali Air) m' 5,563.67 19.35 107,656.95 13.44 74,761.77 12.58 69,977.02 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 0.30 1,702,773.13 0.30 1,682,740.50 0.29 1,644,277.86 i Daun Pintu/Jendela 2 m² 278,756.25 10.87 3,030,591.49 10.87 3,029,592.61 7.44 2,073,667.74 j Pas. Kunci dan Pengantung 1 bh 152,500.00 3.01 459,025.00 3.76 573,781.25 3.66 557,387.50 k Beton Kolom Praktis m³ 2,078,908.00 0.41 849,233.92 0.16 329,264.38 0.22 446,965.22 l Profilan Plesteran 5x5 m' 27,300.25 9.14 249,456.03 11.02 300,814.63 9.68 264,129.92
46,227,113.38 41,905,311.41 31,352,650.51 385,225.94 246,501.83 348,362.78
3 Material 3a Pas. Dinding Papan m² 96,800.00 219.76 21,273,193.92 198.20 19,185,958.44 124.98 12,097,599.36 b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 0.30 1,702,773.13 0.30 1,682,740.50 0.37 2,055,347.33 c Daun Pintu/Jendela 3 m² 209,067.19 10.87 2,272,943.62 10.87 2,272,194.46 9.30 1,944,063.51 d Pas. Kunci dan Pengantung 3 bh 114,375.00 3.76 430,335.94 3.76 430,335.94 3.66 418,040.63
25,679,246.60 23,571,229.34 16,515,050.82 213,993.72 138,654.29 183,500.56
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 31.17 1,741,346.31 40.74 2,275,938.42 27.99 1,563,953.44 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 336.81 18,628,288.47 291.14 16,102,185.99 181.27 10,025,562.55 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 62.34 1,507,385.51 63.16 1,527,233.27 34.88 843,530.00 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 625.02 14,443,906.73 556.35 12,857,053.69 455.10 10,517,206.69 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 5.62 152,227.30 4.86 131,735.16 3.89 105,388.13 f Acian Plesteran m² 13,503.33 692.97 9,357,421.10 624.37 8,431,070.83 493.87 6,668,934.44 g Sekonengan (Tali Air) m' 5,563.67 19.44 108,157.68 13.50 75,109.50 12.64 70,302.49 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.31 2,280,924.00 0.30 2,254,089.60 0.30 2,202,567.55 i Daun Pintu/Jendela 1 m² 371,675.00 10.92 4,059,583.02 10.92 4,058,244.99 7.47 2,777,750.28 j Pas. Kunci dan Pengantung 1 bh 152,500.00 3.02 461,160.00 3.78 576,450.00 3.67 559,980.00 k Beton Kolom Praktis m³ 2,078,908.00 0.41 853,183.84 0.16 330,795.84 0.22 449,044.13 l Profilan Plesteran 5x5 m' 27,300.25 9.18 250,616.29 11.07 302,213.77 9.72 265,358.43
53,844,200.26 48,922,121.07 36,049,578.14 448,701.67 287,777.18 400,550.87
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 220.79 14,226,014.02 199.12 12,830,217.91 125.56 8,090,022.53 b Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.31 2,280,924.00 0.30 2,254,089.60 0.37 2,753,209.44 c Daun Pintu/Jendela 1 m² 371,675.00 10.92 4,059,583.02 10.92 4,058,244.99 9.34 3,472,187.85 d Pas. Kunci dan Pengantung 1 bh 152,500.00 3.78 576,450.00 3.78 576,450.00 3.67 559,980.00
21,142,971.04 19,719,002.50 14,875,399.82 176,191.43 115,994.13 165,282.22
I BANGUNAN KATEGORI 1.3 15,360.00 27,648.00 34,560.00 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 4,720.21 305,120,498.42 6,169.32 398,792,279.99 9,355.78 604,769,510.85 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 51,006.44 3,203,969,336.49 44,089.67 2,769,492,766.10 60,581.58 3,805,432,124.39 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 9,440.43 228,278,963.43 9,564.73 231,284,715.55 11,658.63 281,917,427.93 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 94,652.87 2,187,390,049.67 84,254.01 1,947,076,496.73 152,100.05 3,514,971,424.18 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 850.49 23,053,352.45 736.00 19,950,016.54 1,299.41 35,221,924.34 f Acian Plesteran m² 13,503.33 125,932.55 1,700,509,165.36 113,465.69 1,532,165,012.59 198,069.72 2,674,601,500.72 g Sekonengan (Tali Air) m' 5,563.67 2,944.00 16,379,435.11 2,044.44 11,374,607.72 4,223.10 23,495,901.31 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 46.34 345,423,890.87 45.80 341,360,080.39 34.99 260,814,698.63 i Daun Pintu/Jendela 1 m² 371,675.00 1,654.09 614,784,605.74 1,653.55 614,581,974.03 3,122.20 1,160,445,109.63 j Pas. Kunci dan Pengantung 1 bh 152,500.00 572.44 87,297,780.15 572.44 87,297,780.15 1,227.22 187,151,755.77 k Beton Kolom Praktis m³ 2,078,908.00 62.15 129,206,445.61 30.12 62,619,790.53 72.19 150,075,711.59 l Profilan Plesteran 5x5 m' 27,300.25 1,390.22 37,953,415.25 1,676.44 45,767,353.69 3,248.54 88,685,838.93
8,879,366,938.55 8,061,762,874.00 12,787,582,928.25 578,083.79 291,585.75 370,011.08
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 4,643.46 186,825,979.73 6,069.00 244,181,426.04 9,056.12 364,365,904.24 b Pas. Batako Tras 1:4 m² 39,484.22 50,177.06 1,981,202,233.27 43,372.77 1,712,539,876.94 58,641.20 2,315,401,962.90 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 9,286.92 224,567,110.37 9,409.21 227,523,988.47 11,285.22 272,887,814.14 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 93,113.80 2,151,822,731.79 82,884.03 1,915,416,716.29 147,228.40 3,402,389,400.86 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 836.66 22,678,501.19 724.03 19,625,626.03 1,257.80 34,093,791.27 f Acian Plesteran m² 13,503.33 113,561.13 1,533,453,725.67 102,318.99 1,381,647,446.99 175,748.55 2,373,191,265.15 g Sekonengan (Tali Air) m' 5,563.67 2,896.13 16,113,102.83 2,011.20 11,189,654.75 4,087.83 22,743,344.37 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 45.59 254,855,431.68 45.05 251,857,132.48 33.87 189,345,742.63 i Daun Pintu/Jendela 2 m² 278,756.25 1,627.20 453,591,081.07 1,626.66 453,441,578.40 3,022.20 842,457,661.42 j Pas. Kunci dan Pengantung 1 bh 152,500.00 563.14 85,878,304.05 563.14 85,878,304.05 1,187.92 181,157,418.75 k Beton Kolom Praktis m³ 2,078,908.00 61.14 127,105,527.79 29.63 61,601,582.55 69.88 145,268,893.77 l Profilan Plesteran 5x5 m' 27,300.25 1,367.62 37,336,286.55 1,649.19 45,023,169.08 3,144.49 85,845,294.87
7,075,430,015.99 6,409,926,502.06 10,229,148,494.38 460,639.97 231,840.51 295,982.31
3 Material 3a Pas. Dinding Papan m² 96,800.00 - - - - - - b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 - - - - - - c Daun Pintu/Jendela 3 m² 209,067.19 - - - - - - d Pas. Kunci dan Pengantung 3 bh 114,375.00 - - - - - -
- - - - - -
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 4,644.49 259,479,455.19 6,070.34 339,139,468.11 8,942.84 499,620,827.62 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 50,188.16 2,775,816,685.32 43,382.36 2,399,400,063.69 57,907.65 3,202,767,883.48 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 9,288.98 224,616,761.97 9,411.29 227,574,293.83 11,144.05 269,474,235.67 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 93,134.39 2,152,298,498.03 82,902.35 1,915,840,213.36 145,386.71 3,359,828,602.54 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 836.84 22,683,515.39 724.19 19,629,965.24 1,242.06 33,667,308.94 f Acian Plesteran m² 13,503.33 123,912.25 1,673,228,477.49 111,645.40 1,507,585,012.48 189,327.38 2,556,550,690.76 g Sekonengan (Tali Air) m' 5,563.67 2,896.77 16,116,665.43 2,011.65 11,192,128.77 4,036.70 22,458,845.81 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 45.60 339,882,373.34 45.06 335,883,757.18 33.45 249,302,932.70 i Daun Pintu/Jendela 1 m² 371,675.00 1,627.56 604,921,826.24 1,627.02 604,722,445.28 2,984.40 1,109,225,709.26 j Pas. Kunci dan Pengantung 1 bh 152,500.00 563.26 85,897,291.67 563.26 85,897,291.67 1,173.06 178,891,304.13 k Beton Kolom Praktis m³ 2,078,908.00 61.15 127,133,630.72 29.64 61,615,202.61 69.00 143,451,711.97 l Profilan Plesteran 5x5 m' 27,300.25 1,367.92 37,344,541.57 1,649.55 45,033,123.66 3,105.15 84,771,448.27
8,319,419,722.36 7,553,512,965.88 11,710,011,501.16 541,628.89 273,202.87 338,831.35
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 - - - - - - b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 - - - - - - c Daun Pintu/Jendela 3 m² 209,067.19 - - - - - - d Pas. Kunci dan Pengantung 1 bh 152,500.00 - - - - - -
- - - - - -
II BANGUNAN KATEGORI 2.1 120.00 270.00 384.00 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 7.50 484,809.38 9.00 581,771.25 9.40 607,627.75 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 237.00 14,887,155.00 524.50 32,946,467.50 731.50 45,949,172.50 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 13.80 333,697.80 16.56 400,437.36 17.30 418,234.58 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 436.08 10,077,634.37 965.08 22,302,612.77 1,345.96 31,104,597.22 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 0.41 11,221.88 0.50 13,466.26 0.52 14,064.76 f Acian Plesteran m² 13,503.33 450.29 6,080,469.98 982.14 13,262,120.59 1,363.77 18,415,506.80 g Sekonengan (Tali Air) m' 5,563.67 20.70 115,167.90 24.84 138,201.48 25.94 144,343.77 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.22 1,654,788.00 0.48 3,577,920.00 0.61 4,517,124.00
i Daun Pintu/Jendela 1 m² 371,675.00 18.00 6,690,150.00 24.00 8,920,200.00 30.00 11,150,250.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 3.50 533,750.00 5.00 762,500.00 7.00 1,067,500.00 k Beton Kolom Praktis m³ 2,078,908.00 0.25 528,250.52 0.38 792,375.78 0.68 1,408,668.06 l Profilan Plesteran 5x5 m' 27,300.25 10.35 282,557.59 12.42 339,069.11 12.97 354,138.84
41,679,652.42 84,037,142.10 115,151,228.27 347,330.44 311,248.67 299,872.99
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 7.50 301,756.50 9.00 362,107.80 9.40 378,201.48 b Pas. Batako Tras 1:4 m² 39,484.22 237.00 9,357,760.14 524.50 20,709,473.39 731.50 28,882,706.93 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 13.80 333,697.80 16.56 400,437.36 17.30 418,234.58 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 436.08 10,077,634.37 965.08 22,302,612.77 1,345.96 31,104,597.22 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 0.41 11,221.88 0.50 13,466.26 0.52 14,064.76 f Acian Plesteran m² 13,503.33 450.29 6,080,469.98 982.14 13,262,120.59 1,363.77 18,415,506.80 g Sekonengan (Tali Air) m' 5,563.67 20.70 115,167.90 24.84 138,201.48 25.94 144,343.77 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 0.22 1,241,091.00 0.48 2,683,440.00 0.61 3,387,843.00 i Daun Pintu/Jendela 2 m² 278,756.25 18.00 5,017,612.50 24.00 6,690,150.00 30.00 8,362,687.50 j Pas. Kunci dan Pengantung 1 bh 152,500.00 3.50 533,750.00 5.00 762,500.00 7.00 1,067,500.00 k Beton Kolom Praktis m³ 2,078,908.00 0.25 528,250.52 0.38 792,375.78 0.68 1,408,668.06 l Profilan Plesteran 5x5 m' 27,300.25 10.35 282,557.59 12.42 339,069.11 12.97 354,138.84
33,880,970.18 68,455,954.54 93,938,492.93 282,341.42 253,540.57 244,631.49
3 Material 3a Pas. Dinding Papan m² 96,800.00 183.38 17,750,700.00 400.13 38,732,100.00 555.68 53,789,340.00 b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 0.22 1,241,091.00 0.48 2,683,440.00 0.61 3,387,843.00 c Daun Pintu/Jendela 3 m² 209,067.19 14.40 3,010,567.50 19.20 4,014,090.00 24.00 5,017,612.50 d Pas. Kunci dan Pengantung 3 bh 114,375.00 3.50 400,312.50 5.00 571,875.00 7.00 800,625.00
22,402,671.00 46,001,505.00 62,995,420.50 186,688.93 170,375.94 164,050.57
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 7.50 419,011.88 9.00 502,814.25 9.40 525,161.55 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 237.00 13,108,043.40 524.50 29,009,150.90 731.50 40,457,948.30 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 13.80 333,697.80 16.56 400,437.36 17.30 418,234.58 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 436.08 10,077,634.37 965.08 22,302,612.77 1,345.96 31,104,597.22 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 0.41 11,221.88 0.50 13,466.26 0.52 14,064.76 f Acian Plesteran m² 13,503.33 450.29 6,080,469.98 982.14 13,262,120.59 1,363.77 18,415,506.80 g Sekonengan (Tali Air) m' 5,563.67 20.70 115,167.90 24.84 138,201.48 25.94 144,343.77 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.22 1,654,788.00 0.48 3,577,920.00 0.61 4,517,124.00 i Daun Pintu/Jendela 1 m² 371,675.00 18.00 6,690,150.00 24.00 8,920,200.00 30.00 11,150,250.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 3.50 533,750.00 5.00 762,500.00 7.00 1,067,500.00 k Beton Kolom Praktis m³ 2,078,908.00 0.25 528,250.52 0.38 792,375.78 0.68 1,408,668.06 l Profilan Plesteran 5x5 m' 27,300.25 10.35 282,557.59 12.42 339,069.11 12.97 354,138.84
39,834,743.32 80,020,868.50 109,577,537.87 331,956.19 296,373.59 285,358.17
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 183.38 11,815,462.50 400.13 25,781,387.50 555.68 35,803,992.50 b Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.22 1,654,788.00 0.48 3,577,920.00 0.61 4,517,124.00 c Daun Pintu/Jendela 1 m² 371,675.00 14.40 5,352,120.00 19.20 7,136,160.00 24.00 8,920,200.00 d Pas. Kunci dan Pengantung 1 bh 152,500.00 3.50 533,750.00 5.00 762,500.00 7.00 1,067,500.00
19,356,120.50 37,257,967.50 50,308,816.50 161,301.00 137,992.47 131,012.54
BANGUNAN KATEGORI 2.2 448.00 1,596.00 4,800.00 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 45.60 2,947,641.00 57.60 3,723,336.00 76.80 4,964,448.00 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 501.60 31,508,004.00 1,924.40 120,881,186.00 2,997.20 188,269,118.00 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 91.20 2,205,307.20 115.20 2,785,651.20 153.60 3,714,201.60 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 1,003.20 23,183,550.72 3,848.80 88,944,228.48 5,994.40 138,528,186.24 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 2.74 74,162.02 3.46 93,678.34 4.61 124,904.45 f Acian Plesteran m² 13,503.33 1,097.14 14,814,993.12 3,967.46 53,573,880.85 6,152.61 83,080,716.69 g Sekonengan (Tali Air) m' 5,563.67 136.80 761,109.60 172.80 961,401.60 230.40 1,281,868.80 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.41 10,495,232.00 4.87 36,323,342.00 9.34 69,612,906.00 i Daun Pintu/Jendela 1 m² 371,675.00 84.50 31,406,537.50 130.00 48,317,750.00 638.00 237,128,650.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 11.40 1,738,500.00 240.00 36,600,000.00 240.00 36,600,000.00 k Beton Kolom Praktis m³ 2,078,908.00 0.60 1,257,323.56 2.34 4,869,966.72 4.05 8,425,595.84
l Profilan Plesteran 5x5 m' 27,300.25 68.40 1,867,337.10 86.40 2,358,741.60 115.20 3,144,988.80 122,259,697.81 399,433,162.79 774,875,584.42 272,901.11 250,271.41 161,432.41
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 45.60 1,834,679.52 57.60 2,317,489.92 76.80 3,089,986.56 b Pas. Batako Tras 1:4 m² 39,484.22 501.60 19,805,284.75 1,924.40 75,983,432.97 2,997.20 118,342,104.18 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 91.20 2,205,307.20 115.20 2,785,651.20 153.60 3,714,201.60 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 1,003.20 23,183,550.72 3,848.80 88,944,228.48 5,994.40 138,528,186.24 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 2.74 74,162.02 3.46 93,678.34 4.61 124,904.45 f Acian Plesteran m² 13,503.33 1,097.14 14,814,993.12 3,967.46 53,573,880.85 6,152.61 83,080,716.69 g Sekonengan (Tali Air) m' 5,563.67 136.80 761,109.60 172.80 961,401.60 230.40 1,281,868.80 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 1.41 7,871,424.00 4.87 27,242,506.50 9.34 52,209,679.50 i Daun Pintu/Jendela 2 m² 278,756.25 84.50 23,554,903.13 130.00 36,238,312.50 638.00 177,846,487.50 j Pas. Kunci dan Pengantung 1 bh 152,500.00 11.40 1,738,500.00 240.00 36,600,000.00 240.00 36,600,000.00 k Beton Kolom Praktis m³ 2,078,908.00 0.60 1,257,323.56 2.34 4,869,966.72 4.05 8,425,595.84 l Profilan Plesteran 5x5 m' 27,300.25 68.40 1,867,337.10 86.40 2,358,741.60 115.20 3,144,988.80
98,968,574.71 331,969,290.68 626,388,720.16 220,912.00 208,000.81 130,497.65
3 Material 3a Pas. Dinding Papan m² 96,800.00 437.76 42,375,168.00 1,585.60 153,486,080.00 2,459.20 238,050,560.00 b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 1.41 7,871,424.00 4.87 27,242,506.50 9.34 52,209,679.50 c Daun Pintu/Jendela 3 m² 209,067.19 67.60 14,132,941.88 104.00 21,742,987.50 510.40 106,707,892.50 d Pas. Kunci dan Pengantung 3 bh 114,375.00 11.40 1,303,875.00 240.00 27,450,000.00 240.00 27,450,000.00
65,683,408.88 229,921,574.00 424,418,132.00 146,614.75 144,061.14 88,420.44
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 45.60 2,547,592.20 57.60 3,218,011.20 76.80 4,290,681.60 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 501.60 27,742,593.12 1,924.40 106,435,100.08 2,997.20 165,769,737.04 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 91.20 2,205,307.20 115.20 2,785,651.20 153.60 3,714,201.60 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 1,003.20 23,183,550.72 3,848.80 88,944,228.48 5,994.40 138,528,186.24 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 2.74 74,162.02 3.46 93,678.34 4.61 124,904.45 f Acian Plesteran m² 13,503.33 1,097.14 14,814,993.12 3,967.46 53,573,880.85 6,152.61 83,080,716.69 g Sekonengan (Tali Air) m' 5,563.67 136.80 761,109.60 172.80 961,401.60 230.40 1,281,868.80 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.41 10,495,232.00 4.87 36,323,342.00 9.34 69,612,906.00 i Daun Pintu/Jendela 1 m² 371,675.00 84.50 31,406,537.50 130.00 48,317,750.00 638.00 237,128,650.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 11.40 1,738,500.00 240.00 36,600,000.00 240.00 36,600,000.00 k Beton Kolom Praktis m³ 2,078,908.00 0.60 1,257,323.56 2.34 4,869,966.72 4.05 8,425,595.84 l Profilan Plesteran 5x5 m' 27,300.25 68.40 1,867,337.10 86.40 2,358,741.60 115.20 3,144,988.80
118,094,238.13 384,481,752.07 751,702,437.06 263,603.21 240,903.35 156,604.67
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 437.76 28,206,336.00 1,585.60 102,165,493.33 2,459.20 158,454,453.33 b Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.41 10,495,232.00 4.87 36,323,342.00 9.34 69,612,906.00 c Daun Pintu/Jendela 1 m² 371,675.00 67.60 25,125,230.00 104.00 38,654,200.00 510.40 189,702,920.00 d Pas. Kunci dan Pengantung 1 bh 152,500.00 11.40 1,738,500.00 240.00 36,600,000.00 240.00 36,600,000.00
65,565,298.00 213,743,035.33 454,370,279.33 146,351.11 133,924.21 94,660.47
BANGUNAN KATEGORI 2.3 15,360.00 27,648.00 34,560.00 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 158.23 10,228,314.27 199.87 12,919,975.92 266.50 17,226,634.56 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 17,405.52 1,093,327,738.80 26,710.67 1,677,830,861.68 31,200.85 1,959,881,518.38 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 316.46 7,652,415.98 399.74 9,666,209.66 532.99 12,888,279.55 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 34,811.04 804,469,209.98 53,421.34 1,234,545,891.30 62,401.70 1,442,078,418.76 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 9.49 257,342.20 11.99 325,063.83 15.99 433,418.43 f Acian Plesteran m² 13,503.33 35,137.00 474,466,595.25 53,833.08 726,926,027.92 62,950.69 850,044,093.38 g Sekonengan (Tali Air) m' 5,563.67 474.70 2,641,050.31 599.62 3,336,063.55 799.49 4,448,084.74 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 48.86 364,184,550.40 67.64 504,167,986.96 97.22 724,670,351.46 i Daun Pintu/Jendela 1 m² 371,675.00 2,932.15 1,089,806,851.25 1,804.40 670,650,370.00 6,641.58 2,468,509,246.50 j Pas. Kunci dan Pengantung 1 bh 152,500.00 395.58 60,325,950.00 480.25 73,237,820.00 2,498.40 381,006,000.00 k Beton Kolom Praktis m³ 2,078,908.00 20.99 43,629,127.48 32.51 67,595,138.14 42.19 87,710,452.68 l Profilan Plesteran 5x5 m' 27,300.25 237.35 6,479,659.74 299.81 8,184,833.35 399.74 10,913,111.14
3,957,468,805.66 4,989,386,242.31 7,959,809,609.58 257,647.71 180,461.02 230,318.57
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 155.04 6,237,910.37 195.84 7,879,465.73 261.12 10,505,954.30 b Pas. Batako Tras 1:4 m² 39,484.22 17,054.40 673,379,681.57 26,171.84 1,033,374,688.36 30,571.44 1,207,089,462.68 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 310.08 7,498,044.48 391.68 9,471,214.08 522.24 12,628,285.44 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 34,108.80 788,240,724.48 52,343.68 1,209,641,507.33 61,142.88 1,412,987,499.65 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 9.30 252,150.85 11.75 318,506.34 15.67 424,675.12 f Acian Plesteran m² 13,503.33 34,428.18 464,895,223.01 52,747.11 712,261,814.10 61,680.79 832,896,229.82 g Sekonengan (Tali Air) m' 5,563.67 465.12 2,587,772.64 587.52 3,268,765.44 783.36 4,358,353.92 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 47.87 267,628,416.00 66.27 370,498,088.40 95.26 532,538,730.90 i Daun Pintu/Jendela 2 m² 278,756.25 2,873.00 800,866,706.25 1,768.00 492,841,050.00 6,507.60 1,814,034,172.50
j Pas. Kunci dan Pengantung 1 bh 152,500.00 387.60 59,109,000.00 470.56 71,760,400.00 352.92 53,820,300.00 k Beton Kolom Praktis m³ 2,078,908.00 20.56 42,749,000.99 31.86 66,231,547.45 41.34 85,941,077.55 l Profilan Plesteran 5x5 m' 27,300.25 232.56 6,348,946.14 293.76 8,019,721.44 391.68 10,692,961.92
3,119,793,576.77 3,985,566,768.68 5,977,917,703.81 203,111.56 144,153.89 172,972.16
3 Material 3a Pas. Dinding Papan m² 96,800.00 - - - - - - b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 - - - - - - c Daun Pintu/Jendela 3 m² 209,067.19 - - - - - - d Pas. Kunci dan Pengantung 3 bh 114,375.00 - - - - - -
- - - - - -
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 57.91 3,235,442.09 73.15 4,086,874.22 97.54 5,449,165.63 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 21,659.09 1,197,925,170.92 33,238.24 1,838,347,048.58 38,825.73 2,147,381,173.62 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 115.82 2,800,740.14 146.30 3,537,777.02 195.07 4,717,036.03 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 43,318.18 1,001,065,720.09 66,476.47 1,536,244,714.31 77,651.46 1,794,494,124.55 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 3.47 94,185.76 4.39 118,971.49 5.85 158,628.65 f Acian Plesteran m² 13,503.33 43,437.47 586,550,700.30 66,627.17 899,688,841.28 77,852.38 1,051,266,661.70 g Sekonengan (Tali Air) m' 5,563.67 173.74 966,609.19 219.46 1,220,980.03 292.61 1,627,973.38 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.79 13,328,944.64 24.75 184,503,644.20 35.59 265,253,571.60 i Daun Pintu/Jendela 1 m² 371,675.00 107.32 39,886,302.63 660.40 245,454,170.00 2,430.78 903,460,156.50 j Pas. Kunci dan Pengantung 1 bh 152,500.00 14.48 2,207,895.00 175.77 26,804,620.00 131.83 20,103,465.00 k Beton Kolom Praktis m³ 2,078,908.00 0.77 1,596,800.92 11.90 24,738,797.31 15.44 32,104,992.03 l Profilan Plesteran 5x5 m' 27,300.25 86.87 2,371,518.12 109.73 2,995,601.83 146.30 3,994,135.78
2,852,030,029.81 4,767,742,040.27 6,230,011,084.46 185,679.04 172,444.37 180,266.52
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 - - - - - - b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 - - - - - - c Daun Pintu/Jendela 3 m² 209,067.19 - - - - - - d Pas. Kunci dan Pengantung 1 bh 152,500.00 - - - - - -
- - - - - -
III BANGUNAN KATEGORI 3.1 240.00 336.00 512.00 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 19.20 1,241,112.00 22.80 1,473,820.50 28.80 1,861,668.00 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 283.80 17,826,897.00 340.20 21,369,663.00 426.20 26,771,753.00 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 38.40 928,550.40 45.60 1,102,653.60 57.60 1,392,825.60 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 567.60 13,117,008.96 680.40 15,723,771.84 852.40 19,698,623.04 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 1.15 31,226.11 1.37 37,081.01 1.73 46,839.17 f Acian Plesteran m² 13,503.33 303.58 4,099,287.92 363.68 4,910,946.28 455.86 6,155,683.55 g Sekonengan (Tali Air) m' 5,563.67 28.80 160,233.60 34.20 190,277.40 43.20 240,350.40 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.51 3,812,721.00 0.54 4,017,706.00 0.76 5,657,586.00 i Daun Pintu/Jendela 1 m² 371,675.00 35.00 13,008,625.00 38.00 14,123,650.00 49.00 18,212,075.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 2.00 305,000.00 2.00 305,000.00 2.00 305,000.00 k Beton Kolom Praktis m³ 2,078,908.00 0.36 754,643.60 0.48 1,006,191.47 0.48 1,006,191.47
Profilan Plesteran 5x5 55,285,305.60 64,260,761.10 81,348,595.23 230,355.44 191,252.27 158,883.98
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 19.20 772,496.64 22.80 917,339.76 28.80 1,158,744.96 b Pas. Batako Tras 1:4 m² 39,484.22 283.80 11,205,621.64 340.20 13,432,531.64 426.20 16,828,174.56 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 38.40 928,550.40 45.60 1,102,653.60 57.60 1,392,825.60 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 567.60 13,117,008.96 680.40 15,723,771.84 852.40 19,698,623.04 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 1.15 31,226.11 1.37 37,081.01 1.73 46,839.17 f Acian Plesteran m² 13,503.33 303.58 4,099,287.92 363.68 4,910,946.28 455.86 6,155,683.55 g Sekonengan (Tali Air) m' 5,563.67 28.80 160,233.60 34.20 190,277.40 43.20 240,350.40 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 0.51 2,859,540.75 0.54 3,013,279.50 0.76 4,243,189.50 i Daun Pintu/Jendela 2 m² 278,756.25 35.00 9,756,468.75 38.00 10,592,737.50 49.00 13,659,056.25 j Pas. Kunci dan Pengantung 1 bh 152,500.00 2.00 305,000.00 2.00 305,000.00 2.00 305,000.00 k Beton Kolom Praktis m³ 2,078,908.00 0.36 754,643.60 0.48 1,006,191.47 0.48 1,006,191.47
Profilan Plesteran 5x5 43,990,078.37 51,231,810.00 64,734,678.50 183,291.99 152,475.63 126,434.92
3 Material 3a Pas. Dinding Papan m² 96,800.00 242.40 23,464,320.00 290.40 28,110,720.00 364.00 35,235,200.00 b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 0.51 2,859,540.75 0.54 3,013,279.50 0.76 4,243,189.50 c Daun Pintu/Jendela 3 m² 209,067.19 28.00 5,853,881.25 30.40 6,355,642.50 39.20 8,195,433.75 d Pas. Kunci dan Pengantung 3 bh 114,375.00 2.00 228,750.00 2.00 228,750.00 2.00 228,750.00
32,406,492.00 37,708,392.00 47,902,573.25 135,027.05 112,227.36 93,559.71
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 19.20 1,072,670.40 22.80 1,273,796.10 28.80 1,609,005.60 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 283.80 15,696,467.16 340.20 18,815,849.64 426.20 23,572,354.84 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 38.40 928,550.40 45.60 1,102,653.60 57.60 1,392,825.60
d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 567.60 13,117,008.96 680.40 15,723,771.84 852.40 19,698,623.04
e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 1.15 31,226.11 1.37 37,081.01 1.73 46,839.17 f Acian Plesteran m² 13,503.33 303.58 4,099,287.92 363.68 4,910,946.28 455.86 6,155,683.55 g Sekonengan (Tali Air) m' 5,563.67 28.80 160,233.60 34.20 190,277.40 43.20 240,350.40 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.51 3,812,721.00 0.54 4,017,706.00 0.76 5,657,586.00 i Daun Pintu/Jendela 1 m² 371,675.00 35.00 13,008,625.00 38.00 14,123,650.00 49.00 18,212,075.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 2.00 305,000.00 2.00 305,000.00 2.00 305,000.00 k Beton Kolom Praktis m³ 2,078,908.00 0.36 754,643.60 0.48 1,006,191.47 0.48 1,006,191.47
Profilan Plesteran 5x5 52,986,434.16 61,506,923.34 77,896,534.67 220,776.81 183,056.32 152,141.67
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 242.40 15,618,640.00 290.40 18,711,440.00 364.00 23,453,733.33 b Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 0.51 3,812,721.00 0.54 4,017,706.00 0.76 5,657,586.00 c Daun Pintu/Jendela 1 m² 371,675.00 28.00 10,406,900.00 30.40 11,298,920.00 39.20 14,569,660.00 d Pas. Kunci dan Pengantung 1 bh 152,500.00 2.00 305,000.00 2.00 305,000.00 2.00 305,000.00
30,143,261.00 34,333,066.00 43,985,979.33 125,596.92 102,181.74 85,910.12
BANGUNAN KATEGORI 3.2 756.00 980.00 1,232.00 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 36.00 2,327,085.00 41.40 2,676,147.75 46.80 3,025,210.50 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 1,025.25 64,401,078.75 1,159.25 72,818,288.75 1,289.65 81,009,364.75 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 72.00 1,741,032.00 82.80 2,002,186.80 93.60 2,263,341.60 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 2,050.50 47,386,234.80 2,318.50 53,579,607.60 2,579.30 59,606,591.28 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 2.16 58,548.96 2.48 67,331.30 2.81 76,113.65 f Acian Plesteran m² 13,503.33 1,062.33 14,344,996.10 1,201.89 16,229,548.31 1,337.85 18,065,488.51 g Sekonengan (Tali Air) m' 5,563.67 54.00 300,438.00 62.10 345,503.70 70.20 390,569.40 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.62 12,094,115.00 1.71 12,782,864.60 1.90 14,160,363.80 i Daun Pintu/Jendela 1 m² 371,675.00 91.00 33,822,425.00 94.60 35,160,455.00 101.80 37,836,515.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 18.00 2,745,000.00 18.00 2,745,000.00 18.00 2,745,000.00 k Beton Kolom Praktis m³ 2,078,908.00 1.02 2,113,002.09 1.19 2,465,169.11 1.36 2,817,336.12
Profilan Plesteran 5x5 181,333,955.70 200,872,102.92 221,995,894.61 239,859.73 204,971.53 180,191.47
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 36.00 1,448,431.20 41.40 1,665,695.88 46.80 1,882,960.56 b Pas. Batako Tras 1:4 m² 39,484.22 1,025.25 40,481,196.56 1,159.25 45,772,082.04 1,289.65 50,920,824.32 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 72.00 1,741,032.00 82.80 2,002,186.80 93.60 2,263,341.60 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 2,050.50 47,386,234.80 2,318.50 53,579,607.60 2,579.30 59,606,591.28 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 2.16 58,548.96 2.48 67,331.30 2.81 76,113.65 f Acian Plesteran m² 13,503.33 1,062.33 14,344,996.10 1,201.89 16,229,548.31 1,337.85 18,065,488.51 g Sekonengan (Tali Air) m' 5,563.67 54.00 300,438.00 62.10 345,503.70 70.20 390,569.40 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 1.62 9,070,586.25 1.71 9,587,148.45 1.90 10,620,272.85
i Daun Pintu/Jendela 2 m² 278,756.25 91.00 25,366,818.75 94.60 26,370,341.25 101.80 28,377,386.25
j Pas. Kunci dan Pengantung 1 bh 152,500.00 18.00 2,745,000.00 18.00 2,745,000.00 18.00 2,745,000.00 k Beton Kolom Praktis m³ 2,078,908.00 1.02 2,113,002.09 1.19 2,465,169.11 1.36 2,817,336.12
Profilan Plesteran 5x5 145,056,284.71 160,829,614.43 177,765,884.55 191,873.39 164,111.85 144,290.49
3 Material 3a Pas. Dinding Papan m² 96,800.00 849.00 82,183,200.00 960.52 92,978,336.00 1,069.16 103,494,688.00 b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 1.62 9,070,586.25 1.71 9,587,148.45 1.90 10,620,272.85 c Daun Pintu/Jendela 3 m² 209,067.19 72.80 15,220,091.25 75.68 15,822,204.75 81.44 17,026,431.75 d Pas. Kunci dan Pengantung 3 bh 114,375.00 18.00 2,058,750.00 18.00 2,058,750.00 18.00 2,058,750.00
108,532,627.50 120,446,439.20 133,200,142.60 143,561.68 122,904.53 108,117.00
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 36.00 2,011,257.00 41.40 2,312,945.55 46.80 2,614,634.10 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 1,025.25 56,704,732.05 1,159.25 64,116,030.85 1,289.65 71,328,220.13 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 72.00 1,741,032.00 82.80 2,002,186.80 93.60 2,263,341.60 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 2,050.50 47,386,234.80 2,318.50 53,579,607.60 2,579.30 59,606,591.28 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 2.16 58,548.96 2.48 67,331.30 2.81 76,113.65 f Acian Plesteran m² 13,503.33 1,062.33 14,344,996.10 1,201.89 16,229,548.31 1,337.85 18,065,488.51 g Sekonengan (Tali Air) m' 5,563.67 54.00 300,438.00 62.10 345,503.70 70.20 390,569.40 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.62 12,094,115.00 1.71 12,782,864.60 1.90 14,160,363.80 i Daun Pintu/Jendela 1 m² 371,675.00 91.00 33,822,425.00 94.60 35,160,455.00 101.80 37,836,515.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 18.00 2,745,000.00 18.00 2,745,000.00 18.00 2,745,000.00 k Beton Kolom Praktis m³ 2,078,908.00 1.02 2,113,002.09 1.19 2,465,169.11 1.36 2,817,336.12
Profilan Plesteran 5x5 173,321,781.00 191,806,642.82 211,904,173.59 229,261.62 195,721.06 172,000.14
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 849.00 54,703,900.00 960.52 61,889,505.33 1,069.16 68,889,542.67 b Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.62 12,094,115.00 1.71 12,782,864.60 1.90 14,160,363.80 c Daun Pintu/Jendela 1 m² 371,675.00 72.80 27,057,940.00 75.68 28,128,364.00 81.44 30,269,212.00 d Pas. Kunci dan Pengantung 1 bh 152,500.00 18.00 2,745,000.00 18.00 2,745,000.00 18.00 2,745,000.00
96,600,955.00 105,545,733.93 116,064,118.47 127,779.04 107,699.73 94,207.89
IV BANGUNAN KATEGORI 4.1 Sama Dengan Type 2.1
BANGUNAN KATEGORI 4.2 325.50 713.00 1,069.50 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 33.60 2,171,946.00 38.10 2,462,831.63 38.10 2,462,831.63 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 359.90 22,607,118.50 901.50 56,627,722.50 1,387.60 87,162,094.00 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 67.20 1,624,963.20 76.20 1,842,592.20 76.20 1,842,592.20 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 719.80 16,634,290.08 1,803.00 41,666,608.80 2,775.20 64,133,761.92 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 2.02 54,645.70 2.29 61,964.32 2.29 61,964.32 f Acian Plesteran m² 13,503.33 789.02 10,654,346.05 1,881.49 25,406,332.62 2,853.69 38,534,273.29 g Sekonengan (Tali Air) m' 5,563.67 50.40 280,408.80 57.15 317,963.55 57.15 317,963.55 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.85 13,795,490.50 3.70 27,590,981.00 5.55 41,386,471.50 i Daun Pintu/Jendela 1 m² 371,675.00 61.50 22,858,012.50 123.00 45,716,025.00 184.50 68,574,037.50 j Pas. Kunci dan Pengantung 1 bh 152,500.00 7.20 1,098,000.00 14.40 2,196,000.00 21.60 3,294,000.00 k Beton Kolom Praktis m³ 2,078,908.00 0.19 402,476.59 0.48 1,006,191.47 0.73 1,509,287.21
Profilan Plesteran 5x5 92,181,697.92 204,895,213.08 309,279,277.11 283,200.30 287,370.57 289,181.18
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 33.60 1,351,869.12 38.10 1,532,923.02 38.10 1,532,923.02 b Pas. Batako Tras 1:4 m² 39,484.22 359.90 14,210,370.78 901.50 35,595,024.33 1,387.60 54,788,303.67 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 67.20 1,624,963.20 76.20 1,842,592.20 76.20 1,842,592.20 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 719.80 16,634,290.08 1,803.00 41,666,608.80 2,775.20 64,133,761.92 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 2.02 54,645.70 2.29 61,964.32 2.29 61,964.32 f Acian Plesteran m² 13,503.33 789.02 10,654,346.05 1,881.49 25,406,332.62 2,853.69 38,534,273.29 g Sekonengan (Tali Air) m' 5,563.67 50.40 280,408.80 57.15 317,963.55 57.15 317,963.55 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 1.85 10,346,617.88 3.70 20,693,235.75 5.55 31,039,853.63 i Daun Pintu/Jendela 2 m² 278,756.25 61.50 17,143,509.38 123.00 34,287,018.75 184.50 51,430,528.13 j Pas. Kunci dan Pengantung 1 bh 152,500.00 7.20 1,098,000.00 14.40 2,196,000.00 21.60 3,294,000.00 k Beton Kolom Praktis m³ 2,078,908.00 0.19 402,476.59 0.48 1,006,191.47 0.73 1,509,287.21
Profilan Plesteran 5x5 73,801,497.57 164,605,854.81 248,485,450.92 226,732.71 230,863.75 232,337.96
3 Material 3
a Pas. Dinding Papan m² 96,800.00 314.80 30,472,640.00 751.68 72,762,624.00 1,140.56 110,406,208.00 b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 1.85 10,346,617.88 3.70 20,693,235.75 5.55 31,039,853.63 c Daun Pintu/Jendela 3 m² 209,067.19 49.20 10,286,105.63 98.40 20,572,211.25 147.60 30,858,316.88 d Pas. Kunci dan Pengantung 3 bh 114,375.00 7.20 823,500.00 14.40 1,647,000.00 21.60 2,470,500.00
51,928,863.50 115,675,071.00 174,774,878.50 159,535.68 162,237.13 163,417.37
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 33.60 1,877,173.20 38.10 2,128,580.33 38.10 2,128,580.33 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 359.90 19,905,421.18 901.50 49,860,342.30 1,387.60 76,745,658.32 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 67.20 1,624,963.20 76.20 1,842,592.20 76.20 1,842,592.20 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 719.80 16,634,290.08 1,803.00 41,666,608.80 2,775.20 64,133,761.92 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 2.02 54,645.70 2.29 61,964.32 2.29 61,964.32 f Acian Plesteran m² 13,503.33 789.02 10,654,346.05 1,881.49 25,406,332.62 2,853.69 38,534,273.29 g Sekonengan (Tali Air) m' 5,563.67 50.40 280,408.80 57.15 317,963.55 57.15 317,963.55 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.85 13,795,490.50 3.70 27,590,981.00 5.55 41,386,471.50 i Daun Pintu/Jendela 1 m² 371,675.00 61.50 22,858,012.50 123.00 45,716,025.00 184.50 68,574,037.50 j Pas. Kunci dan Pengantung 1 bh 152,500.00 7.20 1,098,000.00 14.40 2,196,000.00 21.60 3,294,000.00 k Beton Kolom Praktis m³ 2,078,908.00 0.19 402,476.59 0.48 1,006,191.47 0.73 1,509,287.21
Profilan Plesteran 5x5 89,185,227.80 197,793,581.58 298,528,590.13 273,994.56 277,410.35 279,129.12
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 314.80 20,283,613.33 751.68 48,433,248.00 1,140.56 73,490,082.67 b Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 1.85 13,795,490.50 3.70 27,590,981.00 5.55 41,386,471.50 c Daun Pintu/Jendela 1 m² 371,675.00 49.20 18,286,410.00 98.40 36,572,820.00 147.60 54,859,230.00 d Pas. Kunci dan Pengantung 1 bh 152,500.00 7.20 1,098,000.00 14.40 2,196,000.00 21.60 3,294,000.00
53,463,513.83 114,793,049.00 173,029,784.17 164,250.43 161,000.07 161,785.68
BANGUNAN KATEGORI 4.3 288.00 175.00 144.00 1 Material 1
a Pas. Bata 1/2 batu 1:3 m² 64,641.25 16.20 1,047,188.25 18.60 1,202,327.25 23.40 1,512,605.25 b Pas. Bata 1/2 batu 1:4 m² 62,815.00 319.80 20,088,237.00 191.40 12,022,791.00 215.04 13,507,737.60 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 32.40 783,464.40 37.20 899,533.20 46.80 1,131,670.80 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 639.60 14,780,900.16 382.80 8,846,354.88 430.08 9,938,976.77 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 0.97 26,347.03 1.12 30,250.30 1.40 38,056.82 f Acian Plesteran m² 13,503.33 672.97 9,087,365.24 210.56 2,843,234.86 239.14 3,229,214.14 g Sekonengan (Tali Air) m' 5,563.67 128.00 712,149.33 27.90 155,226.30 35.10 195,284.70 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 2.48 18,485,920.00 2.68 19,976,720.00 1.46 10,882,840.00 i Daun Pintu/Jendela 1 m² 371,675.00 101.20 37,613,510.00 39.60 14,718,330.00 24.00 8,920,200.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 12.40 1,891,000.00 5.40 823,500.00 11.20 1,708,000.00 k Pas. Kaca 5 mm m² 63,146.00 86.00 5,430,556.00 64.00 4,041,344.00 10.00 631,460.00 l Beton Kolom Praktis m³ 2,078,908.00 0.72 1,496,813.76 0.64 1,330,501.12 0.82 1,704,704.56
111,443,451.18 66,890,112.91 53,400,750.64 386,956.43 382,229.22 370,838.55
2 Material 2a Pas. Batako Tras 1:3 m² 40,234.20 16.20 651,794.04 18.60 748,356.12 23.40 941,480.28 b Pas. Batako Tras 1:4 m² 39,484.22 319.80 12,627,053.56 191.40 7,557,279.71 215.04 8,490,686.67 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 32.40 783,464.40 37.20 899,533.20 46.80 1,131,670.80 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 639.60 14,780,900.16 382.80 8,846,354.88 430.08 9,938,976.77 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 0.97 26,347.03 1.12 30,250.30 1.40 38,056.82 f Acian Plesteran m² 13,503.33 672.97 9,087,365.24 210.56 2,843,234.86 239.14 3,229,214.14 g Sekonengan (Tali Air) m' 5,563.67 128.00 712,149.33 27.90 155,226.30 35.10 195,284.70 h Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 2.48 13,864,440.00 2.68 14,982,540.00 1.46 8,162,130.00 i Daun Pintu/Jendela 2 m² 278,756.25 101.20 28,210,132.50 39.60 11,038,747.50 24.00 6,690,150.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 12.40 1,891,000.00 5.40 823,500.00 11.20 1,708,000.00 k Pas. Kaca 5 mm m² 63,146.00 86.00 5,430,556.00 64.00 4,041,344.00 10.00 631,460.00 l Beton Kolom Praktis m³ 2,078,908.00 0.72 1,496,813.76 0.64 1,330,501.12 0.82 1,704,704.56
89,562,016.02 53,296,867.98 42,861,814.74 310,979.22 304,553.53 297,651.49
3 Material 3a Pas. Dinding Papan m² 96,800.00 268.80 26,019,840.00 168.00 16,262,400.00 190.75 18,464,793.60 b Pasang Kusen Pintu/Jendela 2 m³ 5,590,500.00 2.48 13,864,440.00 2.68 14,982,540.00 1.46 8,162,130.00 c Daun Pintu/Jendela 3 m² 209,067.19 80.96 16,926,079.50 31.68 6,623,248.50 19.20 4,014,090.00 d Pas. Kunci dan Pengantung 3 bh 114,375.00 12.40 1,418,250.00 5.40 617,625.00 11.20 1,281,000.00
58,228,609.50 38,485,813.50 31,922,013.60 202,182.67 219,918.93 221,680.65
4 Material 4a Pas. Celcon Blok T.7,5cm 1:3 m² 55,868.25 16.20 905,065.65 18.60 1,039,149.45 23.40 1,307,317.05 b Pas. Celcon Blok T.7,5cm 1:4 m² 55,308.20 319.80 17,687,562.36 191.40 10,585,989.48 215.04 11,893,475.33 c Plesteran Bata 1:3 T. 1,5-2cm m² 24,181.00 32.40 783,464.40 37.20 899,533.20 46.80 1,131,670.80 d Plesteran Bata 1:4 T. 1,5-2cm m² 23,109.60 639.60 14,780,900.16 382.80 8,846,354.88 430.08 9,938,976.77 e Plesteran Beton 1:3 T.1,5-2cm m² 27,106.00 0.97 26,347.03 1.12 30,250.30 1.40 38,056.82 f Acian Plesteran m² 13,503.33 672.97 9,087,365.24 210.56 2,843,234.86 239.14 3,229,214.14 g Sekonengan (Tali Air) m' 5,563.67 128.00 712,149.33 27.90 155,226.30 35.10 195,284.70 h Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 2.48 18,485,920.00 2.68 19,976,720.00 1.46 10,882,840.00 i Daun Pintu/Jendela 1 m² 371,675.00 101.20 37,613,510.00 39.60 14,718,330.00 24.00 8,920,200.00 j Pas. Kunci dan Pengantung 1 bh 152,500.00 12.40 1,891,000.00 5.40 823,500.00 11.20 1,708,000.00 k Pas. Kaca 5 mm m² 63,146.00 86.00 5,430,556.00 64.00 4,041,344.00 10.00 631,460.00 l Beton Kolom Praktis m³ 2,078,908.00 0.72 1,496,813.76 0.64 1,330,501.12 0.82 1,704,704.56
108,900,653.94 65,290,133.59 51,581,200.17 378,127.27 373,086.48 358,202.78
5 Material 5a Pas. Dinding Seng Gelombang m² 64,433.33 268.80 17,319,680.00 168.00 10,824,800.00 190.75 12,290,787.20 b Pasang Kusen Pintu/Jendela 1 m³ 7,454,000.00 2.48 18,485,920.00 2.68 19,976,720.00 1.46 10,882,840.00 c Daun Pintu/Jendela 1 m² 371,675.00 80.96 30,090,808.00 31.68 11,774,664.00 19.20 7,136,160.00 d Pas. Kunci dan Pengantung 1 bh 152,500.00 12.40 1,891,000.00 5.40 823,500.00 11.20 1,708,000.00
67,787,408.00 43,399,684.00 32,017,787.20 235,372.94 247,998.19 222,345.74
DAFTAR KOMPONEN PENILAIAN BANGUNAN (DKPB) TAHUN 2013KANWIL Kanwil Bandung
DIREKTORAT JENDERAL KEKAYAAN NEGARA KPKNL KPKNL TasikmalayaKOTA/KAB Kabupaten Ciamis
NOKOMPONEN STRUKTUR KOMPONEN MATERIAL DINDING
RANGKA BANGUNAN STRUKTUR ATAPBAWAH
KOMPONEN FASILITAS PELAPIS DINDINGKAYU BETON BAJA KAYU BETON BAJA Material 1 Material 2 Material 3 Material 4 Material 5
1
1
1 97,505.54 143,598.94 444,921.58 82,964.93 99,573.25 231,920.11 185,116.88 419,828.58 345,965.96 207,938.61 413,573.77 176,359.38 81,965.03 342,567.05 723,062.98 381,784.38 1,449,831.25
2 2 132,075.59 338,386.61 489,604.88 102,796.49 120,281.57 242,772.11 242,741.68 410,693.47 338,814.87 186,054.93 392,176.17 157,741.46 79,506.07 332,290.04 701,371.09 370,330.84 1,406,336.31
3 3 1,370,374.68 1,582,245.25 117,152.35 135,765.10 249,908.74 765,385.86 407,748.50 331,279.91 387,418.51 77,915.95 325,644.24 687,343.67 362,924.23 1,378,209.59
4
2
1 126,495.31 354,014.56 500,592.15 105,542.22 108,828.12 252,709.22 118,026.26 319,361.28 260,958.16 173,620.68 305,098.38 143,036.30 46,542.77 209,960.45 443,167.63 233,996.88 888,606.25
5 2 143,865.51 456,808.79 679,556.96 162,311.32 112,954.79 326,713.72 430,334.34 221,981.48 181,455.18 122,383.40 214,359.03 121,048.88 45,611.91 205,761.24 434,304.28 229,316.94 870,834.13
6 3 1,367,929.20 1,616,940.20 167,002.81 117,551.77 343,639.10 687,767.78 209,792.14 164,558.98 168,795.43 44,243.56 199,588.40 421,275.15 222,437.43 844,709.10
7
31 78,791.09 85,498.33 231,768.29 75,818.62 239,812.17 272,567.63 106,167.01
193,518.61 154,075.83 113,639.02 185,345.00 104,597.82 42,530.74 198,909.90 419,843.02 221,681.25 841,837.50
8 2 124,192.22 150,527.63 290,384.57 108,461.16 272,221.43 313,218.39 131,162.57 208,245.38 166,685.65 124,811.39 198,896.59 109,794.78 43,381.35 202,888.10 428,239.88 226,114.88 858,674.25
9
4
1 55,365.97 68,659.49 177,811.35 50,533.77 71,091.81 187,891.13 90,709.91 319,361.28 260,958.16 173,620.68 305,098.38 143,036.30 46,542.77 209,960.45 443,167.63 233,996.88 888,606.25
10 2 52,501.08 213,166.20 400,212.89 92,760.47 214,299.53 383,399.86 170,521.08 292,648.22 234,895.50 165,152.28 282,662.04 165,645.67 45,611.91 205,761.24 434,304.28 229,316.94 870,834.13
11 3 156,759.38 548,579.64 1,201,854.97 220,651.02 523,326.91 597,841.66 900,975.79 387,229.97 310,244.48 214,773.32 376,856.27 236,008.16 44,243.56 199,588.40 421,275.15 222,437.43 844,709.10
KOMPONEN MATERIAL KOMPONEN FASILITAS KETERANGAN
Atap
Material 1 165,814.79
Pagar
Material 1 787,860.00
Perkerasan
Material 1 118,478.75 Material 1 Kelompok Material 1 Material 2 319,330.11 Material 2 1,219,039.43 Material 2 94,263.75 Material 2 Kelompok Material 2 Material 3 114,428.44 Material 3 385,735.08 Material 3 93,943.75 Material 3 Kelompok Material 3 Material 4 124,731.88 Material 4 1,595,739.04 Material 4 64,007.40 Material 4 Kelompok Material 4 Material 5 59,095.53 Per m' Pagar Material 5 216,033.33 Per m² Perkerasan Material 5 183,098.90 Material 5 Kelompok Material 5
Lantai
Material 1 181,614.84
Instalasi Listrik
Material 1 62,794.88
Instalasi Air
Material 1 460,081.45 Material 2 79,455.25 Material 2 42,505.00 Material 2 363,420.00 Material 3 194,128.00 Material 3 78,100.00 Material 3 PDAM Material 4 70,488.33 Material 4 PLN Material 4 Koefisien Tk. Inflasi Multiplier Material 5 108,922.56 Per Titik Material 5 Per Titik Material 5 1 0% 1.0000
Langit-langit
Material 1 89,944.21 Tanggal Mulai Berlaku Material 2 82,208.34 Mengetahui/Menyetujui 1 JANUARI 2013 Material 3 63,021.37 Kepala Kantor Wilayah VIII DJKN Bandung Kepala KPKNL Tasikmalaya Akhir Masa Berlaku Material 4 188,245.61 31 DESEMBER 2013 Material 5 111,127.25 Tanggal Persetujuan Kepala Kanwil
DKPB 2013DESEMBER 2012
M. Djalalain Sugeng Harijadi NIP. 19540608 198003 1 003 NIP. 19660426 199103 1 001
KATEGORI BANGUNAN
JENIS BANGUNAN
Per m² Bangunan
Per m² Bangunan
Per m² Bangunan
Tabel 1
KLASIFIKASI KOMPONEN MATERIAL BERDASAR KELOMPOK BAHAN PENYUSUN DKPB 2013KOTA/KAB : Kabupaten Ciamis
NO Material 1 Material 2 Material 3 Material 4 Material 5
1 ATAP
* Genteng Keramik 1.000 * Beton Konvensional 1.000 * Genteng Tanah Liat 1.000 * Genteng Beton Besar 1.000 * Seng Gelombang 1.000 * Beton Non Konvensional 1 1.680 * Sirap 0.633 * Genteng Metal 2.530 * Spandek 2.202 * Beton Non Konvensional 2 1.423 * Genteng Beton Sedang 1.203 * Asbes 0.675
* Fibersemen/PVC 0.526
2 DINDING
* Bata Merah 1.000 * Batako Tras 1.000 * Papan 1.000 * Celcon/Hebel 7,5 cm 1.000 * Seng Gelombang 1.000 * Batako PC 0.815 * Kawat di Plester 0.673 * Bambu 0.376 * Celcon/Hebel 10 cm 1.033 * Spandek 2.202 * Beton Pracetak 4.933 * Beton tebal 10 cm 3.759 * Asbes 0.675
* Kaca tebal 10 mm 1.779 * Triplek 6 mm 0.952 * GRC 0.951
3 LANGIT-LANGIT
* Gypsum 1.000 * Tripleks 4 mm 1.000 * Eternit 1.000 * Akustik 1.000 * Alumunium 1.200 * Fibersemen 2.103 * Tripleks 6 mm 1.278 * Asbes 1.000 * Metal 1.200 * GRC Board 2.103 * Kayu 1.000
4 LANTAI
* Marmer 40 x 40 1.000 * Keramik KW I 1.000 * Papan 1.000 * Keramik KW II 1.000 * Beton Bertulang tebal 7 cm 1.000 * Granit 30 x 30 1.375 * Batu Alam 2.070 * Multiplek 1.739 * Tegel 1.297 * Hardener 1.691 * Marmer 40 x 60 1.639 * Batu Tempel 2.070 * Vinyl 0.647 * Teraso 1.460 * Epoxy 1.356 * Granit 40 x 40 1.547 * Terakota 0.763 * Parket 2.002 * Beton Tanpa Tulang t= 7cm 0.946 * Beton Bertulang tebal 5 cm 0.748
* Beton Tanpa Tulang t=5 cm 0.668 * Rabat Semen Floor 0.516
5 PAGAR
* Pas. Bata tinggi 3 m 1.000 * Pas.Beton Pracetak t=1,5 m 1.000 * BRC 90 1.000 * Pagar Besi Tempa 1.000 * Pagar Kayu 1.000 * Pas. Bata tinggi 2 m 0.719 * BRC 120 1.128 * Kawat Berduri 0.755 * Pas. Bata tinggi 1,5 m 0.600 * BRC 175 1.351 * Kawat Burung 1.509 * Pas. Bata tinggi 1 m 0.524 * Besi 0.994 * Bambu 0.376
6 PERKERASAN
* Aspal Hotmix 1.000 * Aspal 1.000 * Paving Blok Tebal 6 cm 1.000 * Beton Tidak Bertulang 1.000 * Beton Bertulang 1.000 * Paving Blok Tebal 8 cm 1.053 * Grass Blok 0.987
7 PELAPIS DINDING
* Cat 1.000 * Kaca 1.000 * Composit Panel 1.000 * Keramik KW I 1.000 * Granit 1.864 * Kayu Lapis 1.294 * Batu Tempel/Batu Alam 1.828 * Marmer 1.000
* Keramik KW' II 0.922 * Terakota' 0.844
8 INSTALASI LISTRIK
* Titik Lampu Dalam 1.000 * Titik Stop Kontak 1.000 * Box Sikring 2 1.000 * Penyambungan* Titik Lampu Taman 1.710 * Titik Stop Kontak Khusus 1.255 * Box Sikring 4 1.539 * Titik Lampu Hotel 0.958 * Box Sikring 6 4.382
* Box Sikring 8 6.166
9 INSTALASI AIR* Kran Air Dgn Penampungan 1.000 * Air Kotor Berat 1.000 * Sumber Air* Kran Air Tnp Penampungan 0.205 * Air Kotor Floor Drain 0.430
KOMPONEN MATERIAL
Tabel 2
LANTAI KE KOEFISIEN LANTAI2 1,093 1,124 1,155 1,186 1,217 1,248 1,279 1,30
10 1,3311 1,3612 1,3913 1,4214 1,4515 1,4816 1,5117 1,5418 1,5719 1,6020 1,6321 1,6622 1,6923 1,7224 1,7525 1,7826 1,8127 1,8428 1,8729 1,9030 1,9331 1,9632 1,9933 2,0234 2,0535 2,0836 2,1137 2,1438 2,1739 2,2040 2,2341 2,2642 2,2943 2,3244 2,3545 2,3846 2,4147 2,4448 2,4749 2,5050 2,5351 2,5652 2,5953 2,6254 2,6555 2,6856 2,7157 2,7458 2,7759 2,80
TABEL KOEFISIEN LANTAI BANGUNAN BERTINGKAT TINGGI
Tabel 3
NO JENIS PENYESUAIAN
PERSENTASE PENYESUAIAN
TERHADAPKOMPONEN MATERIAL DINDING
1
Dinding Kopel 1 (satu) sisi
- Bangunan Kategori 1 - 8 % s.d - 12 %
- Bangunan Kategori 2 - 12 % s.d - 16 %
- Bangunan Kategori 3 - 16 % s.d - 20 %
- Bangunan Kategori 4 - 12 % s.d - 16 %
2
Dinding Kopel 2 (dua) sisi
- Bangunan Kategori 1 - 15 % s.d - 20 %
- Bangunan Kategori 2 - 20 % s.d - 25 %
- Bangunan Kategori 3 - 25 % s.d - 30 %
- Bangunan Kategori 4 - 15 % s.d - 20 %
3
Ornamen Bangunan
- Bangunan Kategori 1 + 50 % s.d + 75 %
- Bangunan Kategori 2 + 75 % s.d + 100 %
- Bangunan Kategori 3 + 75 % s.d + 100 %
- Bangunan Kategori 4 + 75 % s.d + 100 %
PERSENTASE PENYESUAIAN (ADJUSTMENT) KONDISI FISIK BANGUNAN
Tabel 4
BIAYA TIDAK LANGSUNGUNTUK PENILAIAN BANGUNAN
No. Kategori Bangunan% Biaya Tidak Langsung (Indirect Cost)
Pajak dan perizinan Jasa Tenaga Ahli Asuransi Overhead Total
Kategori 11 Jenis 1 11 - - 1 122 Jenis 2 12 2 2 2 183 Jenis 3 12 3 2 3 20
Kategori 24 Jenis 1 12 - - 2 145 Jenis 2 12 3 3 3 216 Jenis 3 13 3 3 5 24
Kategori 37 Jenis 1 13 1 - 3 178 Jenis 2 14 3 3 5 25
Kategori 49 Jenis 1 12 - - 2 14
10 Jenis 2 12 - - 2 1411 Jenis 3 12 2 3 3 20
Tabel 5
STANDAR JUMLAH TITIK LISTRIK, AIR BERSIH DAN AIR KOTOR
Kategori dan Jenis BangunanStandar Jumlah Titik per Luas Lantai
Lampu Stop Kontak Air Bersih Air Kotor
1
1 1 Titik per 8 m2 1 Titik per 10 m2 1,45 Titik per 30 m2 1,20 Titik per 30 m2
2 1 Titik per 5 m2 1 Titik per 12 m2 1,45 Titik per 20 m2 1,20 Titik per 20 m2
3 1 Titik per 5 m2 1 Titik per 12 m2 1,45 Titik per 20 m2 1,20 Titik per 20 m2
2
1 1 Titik per 10 m2 1 Titik per 20 m2 1,15 Titik per 50 m2 1 Titik per 60 m2
2 1 Titik per 10 m2 1 Titik per 20 m2 1,15 Titik per 50 m2 1 Titik per 60 m2
3 1 Titik per 10 m2 1 Titik per 30 m2 1,15 Titik per 75 m2 1 Titik per 80 m2
31 1 Titik per 15 m2 1 Titik per 25 m2 1,15 Titik per 50 m2 1 Titik per 60 m2
2 1 Titik per 15 m2 1 Titik per 25 m2 1,15 Titik per 50 m2 1 Titik per 60 m2
4
1 1 Titik per 12 m2 1 Titik per 50 m2 1,15 Titik per 50 m2 1 Titik per 60 m2
2 1 Titik per 15 m2 1 Titik per 75 m2 1,15 Titik per 200 m2 1 Titik per 250 m2
3 1 Titik per 12 m2 1 Titik per 50 m2 1,15 Titik per 100 m2 1 Titik per 100 m2
TABEL PENYUSUTAN 1A(KATEGORI BANGUNAN 1.1, 1.2, DAN 4.1)
BIAYA PEMBUATAN / PENGGANTIAN BARU DAN KONDISI PADA UMUMNYA
kurang dari atau sama dengan lebih dariRp 1.500.000 Rp 1.500.000
BS B S J JS BS B S J JS
% % % % % % % % % %0 0 0 0 0 0 0 0 0 0 01 4 5 6 7 8 3 4 5 6 72 8 9 10 12 14 5 7 9 11 113 11 13 14 17 20 7 10 13 16 164 14 15 18 22 25 10 13 17 20 215 16 18 22 26 30 12 16 20 24 276 16 21 26 30 35 14 19 23 28 317 16 24 29 34 39 15 22 26 31 358 16 27 32 38 43 15 24 29 34 389 16 31 35 41 47 15 26 32 37 43
10 16 34 38 44 50 15 28 35 40 4711 16 34 41 47 53 15 30 38 43 5012 16 34 44 50 56 15 32 40 46 5313 16 34 47 53 59 15 32 42 49 5614 16 34 50 56 62 15 32 44 52 5815 16 34 52 59 64 15 32 46 54 6016 16 34 52 62 66 15 32 48 56 6317 16 34 52 64 68 15 32 50 58 6518 16 34 52 66 70 15 32 50 60 6719 16 34 52 68 72 15 32 50 62 6920 16 34 52 70 74 15 32 50 64 7121 16 34 52 70 76 15 32 50 66 7322 16 34 52 70 77 15 32 50 67 7523 16 34 52 70 78 15 32 50 67 7624 16 34 52 70 79 15 32 50 67 7725 16 34 52 70 80 15 32 50 67 7826 16 34 52 70 80 15 32 50 67 7927 16 34 52 70 80 15 32 50 67 80
28 16 34 52 70 80 15 32 50 67 80
29 16 34 52 70 80 15 32 50 67 80
30 16 34 52 70 80 15 32 50 67 80
31 16 34 52 70 80 15 32 50 67 80
32 16 34 52 70 80 15 32 50 67 80
33 16 34 52 70 80 15 32 50 67 80
34 16 34 52 70 80 15 32 50 67 80
35 16 34 52 70 80 15 32 50 67 80
36 16 34 52 70 80 15 32 50 67 80
37 16 34 52 70 80 15 32 50 67 80
38 16 34 52 70 80 15 32 50 67 80
39 16 34 52 70 80 15 32 50 67 80
40 16 34 52 70 80 15 32 50 67 80
41 16 34 52 70 80 15 32 50 67 80
42 16 34 52 70 80 15 32 50 67 80
43 16 34 52 70 80 15 32 50 67 80
44 16 34 52 70 80 15 32 50 67 80
45 16 34 52 70 80 15 32 50 67 80
46 16 34 52 70 80 15 32 50 67 80
47 16 34 52 70 80 15 32 50 67 80
48 16 34 52 70 80 15 32 50 67 80
49 16 34 52 70 80 15 32 50 67 80
UMUR EFEKTIF (TAHUN)
50 16 34 52 70 80 15 32 50 67 80
TABEL PENYUSUTAN 1B ( KATEGORI BANGUNAN 1.3)
BIAYA PEMBUATAN / PENGGANTIAN BARU DAN KONDISI PADA UMUMNYA
kurang dari atau sama dengan lebih dariRp 2.500.000 Rp 2.500.000
BS B S J JS BS B S J JS
% % % % % % % % % %0 0 0 0 0 0 0 0 0 0 01 2 3 4 5 6 1 2 3 4 52 5 6 7 8 10 3 4 6 8 93 8 9 10 11 14 6 6 9 12 134 10 12 13 14 17 8 8 12 15 175 12 14 15 17 20 9 10 14 18 216 12 16 17 20 23 10 12 16 21 257 12 18 19 23 26 11 14 18 24 298 12 19 21 26 29 11 16 20 27 339 12 20 23 28 32 11 17 22 29 36
10 12 21 25 31 35 11 18 24 31 3911 12 21 27 34 38 11 19 26 33 4212 12 21 29 36 41 11 20 28 35 4513 12 21 31 38 44 11 20 30 37 4814 12 21 33 40 47 11 20 31 39 5015 12 21 35 42 50 11 20 32 41 5316 12 21 35 44 52 11 20 33 43 5517 12 21 35 46 54 11 20 34 45 5718 12 21 35 48 56 11 20 34 47 5919 12 21 35 50 58 11 20 34 48 6120 12 21 35 52 60 11 20 34 49 6321 12 21 35 52 62 11 20 34 50 6422 12 21 35 52 64 11 20 34 51 6523 12 21 35 52 66 11 20 34 51 6624 12 21 35 52 68 11 20 34 51 6725 12 21 35 52 70 11 20 34 51 6826 12 21 35 52 70 11 20 34 51 6927 12 21 35 52 70 11 20 34 51 70
28 12 21 35 52 70 11 20 34 51 70
29 12 21 35 52 70 11 20 34 51 70
30 12 21 35 52 70 11 20 34 51 70
31 12 21 35 52 70 11 20 34 51 70
32 12 21 35 52 70 11 20 34 51 70
33 12 21 35 52 70 11 20 34 51 70
34 12 21 35 52 70 11 20 34 51 70
35 12 21 35 52 70 11 20 34 51 70
36 12 21 35 52 70 11 20 34 51 70
37 12 21 35 52 70 11 20 34 51 70
38 12 21 35 52 70 11 20 34 51 70
39 12 21 35 52 70 11 20 34 51 70
40 12 21 35 52 70 11 20 34 51 70
41 12 21 35 52 70 11 20 34 51 70
42 12 21 35 52 70 11 20 34 51 70
43 12 21 35 52 70 11 20 34 51 70
44 12 21 35 52 70 11 20 34 51 70
45 12 21 35 52 70 11 20 34 51 70
46 12 21 35 52 70 11 20 34 51 70
47 12 21 35 52 70 11 20 34 51 70
48 12 21 35 52 70 11 20 34 51 70
49 12 21 35 52 70 11 20 34 51 70
UMUR EFEKTIF (TAHUN)
50 12 21 35 52 70 11 20 34 51 70
TABEL PENYUSUTAN 2A(KATEGORI BANGUNAN 2.1, 2.2, DAN 4.2)
BIAYA PEMBUATAN / PENGGANTIAN BARU DAN KONDISI PADA UMUMNYA
kurang dari atau sama dengan lebih dariRp 1.500.000 Rp 1.500.000
BS B S J JS BS B S J JS
% % % % % % % % % %0 0 0 0 0 0 0 0 0 0 01 3 4 5 6 7 2 3 4 5 62 7 8 9 10 11 4 5 7 9 103 10 11 13 14 15 6 8 10 13 144 12 14 17 18 19 8 10 14 17 185 14 17 21 22 23 10 13 18 21 226 14 20 25 26 27 12 15 21 24 267 14 23 29 30 31 13 17 24 29 308 14 26 32 34 35 13 20 27 32 349 14 28 35 38 39 13 22 30 35 38
10 14 30 38 41 43 13 24 33 38 4111 14 30 41 44 47 13 26 36 41 4412 14 30 44 47 50 13 28 39 44 4713 14 30 47 50 53 13 28 41 47 5014 14 30 49 53 56 13 28 43 49 5215 14 30 51 56 59 13 28 45 51 5416 14 30 51 58 62 13 28 47 53 5617 14 30 51 60 64 13 28 49 55 5818 14 30 51 62 66 13 28 49 57 6019 14 30 51 64 68 13 28 49 59 6220 14 30 51 66 70 13 28 49 61 6421 14 30 51 66 72 13 28 49 63 6622 14 30 51 66 74 13 28 49 65 6823 14 30 51 66 76 13 28 49 65 7024 14 30 51 66 77 13 28 49 65 7225 14 30 51 66 78 13 28 49 65 7426 14 30 51 66 78 13 28 49 65 7627 14 30 51 66 78 13 28 49 65 77
28 14 30 51 66 78 13 28 49 65 77
29 14 30 51 66 78 13 28 49 65 77
30 14 30 51 66 78 13 28 49 65 77
31 14 30 51 66 78 13 28 49 65 77
32 14 30 51 66 78 13 28 49 65 77
33 14 30 51 66 78 13 28 49 65 77
34 14 30 51 66 78 13 28 49 65 77
35 14 30 51 66 78 13 28 49 65 77
36 14 30 51 66 78 13 28 49 65 77
37 14 30 51 66 78 13 28 49 65 77
38 14 30 51 66 78 13 28 49 65 77
39 14 30 51 66 78 13 28 49 65 77
40 14 30 51 66 78 13 28 49 65 77
41 14 30 51 66 78 13 28 49 65 77
42 14 30 51 66 78 13 28 49 65 77
43 14 30 51 66 78 13 28 49 65 77
44 14 30 51 66 78 13 28 49 65 77
45 14 30 51 66 78 13 28 49 65 77
46 14 30 51 66 78 13 28 49 65 77
47 14 30 51 66 78 13 28 49 65 77
48 14 30 51 66 78 13 28 49 65 77
49 14 30 51 66 78 13 28 49 65 77
UMUR EFEKTIF (TAHUN)
50 14 30 51 66 78 13 28 49 65 77
TABEL PENYUSUTAN 2B(KATEGORI BANGUNAN 2.3 DAN 4.3)
BIAYA PEMBUATAN / PENGGANTIAN BARU DAN KONDISI PADA UMUMNYA
kurang dari atau sama dengan lebih dariRp 2.500.000 Rp 2.500.000
BS B S J JS BS B S J JS
% % % % % % % % % %0 0 0 0 0 0 0 0 0 0 01 2 3 4 5 6 1 2 3 4 52 5 6 7 8 10 3 4 6 7 93 7 9 10 11 14 5 6 8 10 134 9 11 12 14 18 7 8 10 13 175 11 13 14 17 22 8 10 12 16 216 11 14 16 20 25 9 11 14 18 257 11 15 18 23 28 10 12 16 20 288 11 16 20 26 31 10 13 18 22 319 11 17 22 29 34 10 14 20 24 34
10 11 18 24 31 37 10 15 22 26 3711 11 18 26 33 40 10 16 23 28 4012 11 18 27 35 42 10 17 24 30 4313 11 18 28 37 44 10 17 25 32 4514 11 18 29 39 46 10 17 26 34 4715 11 18 30 41 48 10 17 27 36 4916 11 18 30 43 50 10 17 28 38 5117 11 18 30 45 52 10 17 29 40 5318 11 18 30 47 54 10 17 29 42 5419 11 18 30 49 56 10 17 29 44 5620 11 18 30 50 58 10 17 29 46 5821 11 18 30 50 60 10 17 29 47 5922 11 18 30 50 62 10 17 29 48 6023 11 18 30 50 64 10 17 29 48 6124 11 18 30 50 65 10 17 29 48 6225 11 18 30 50 66 10 17 29 48 6326 11 18 30 50 66 10 17 29 48 6427 11 18 30 50 66 10 17 29 48 65
28 11 18 30 50 66 10 17 29 48 65
29 11 18 30 50 66 10 17 29 48 65
30 11 18 30 50 66 10 17 29 48 65
31 11 18 30 50 66 10 17 29 48 65
32 11 18 30 50 66 10 17 29 48 65
33 11 18 30 50 66 10 17 29 48 65
34 11 18 30 50 66 10 17 29 48 65
35 11 18 30 50 66 10 17 29 48 65
36 11 18 30 50 66 10 17 29 48 65
37 11 18 30 50 66 10 17 29 48 65
38 11 18 30 50 66 10 17 29 48 65
39 11 18 30 50 66 10 17 29 48 65
40 11 18 30 50 66 10 17 29 48 65
41 11 18 30 50 66 10 17 29 48 65
42 11 18 30 50 66 10 17 29 48 65
43 11 18 30 50 66 10 17 29 48 65
44 11 18 30 50 66 10 17 29 48 65
45 11 18 30 50 66 10 17 29 48 65
46 11 18 30 50 66 10 17 29 48 65
47 11 18 30 50 66 10 17 29 48 65
48 11 18 30 50 66 10 17 29 48 65
49 11 18 30 50 66 10 17 29 48 65
UMUR EFEKTIF (TAHUN)
50 11 18 30 50 66 10 17 29 48 65
TABEL PENYUSUTAN 3( KATEGORI BANGUNAN 3.1 DAN 3.2)
BIAYA PEMBUATAN / PENGGANTIAN BARU DAN KONDISI PADA UMUMNYA
kurang dari atau sama dengan lebih dariRp 1.500.000 Rp 1.500.000
BS B S J JS BS B S J JS
% % % % % % % % % %0 0 0 0 0 0 0 0 0 0 01 3 4 5 6 7 2 3 4 5 62 6 6 8 10 11 4 5 7 8 103 9 8 11 13 15 6 7 11 12 144 11 11 15 16 19 8 9 14 15 195 13 14 18 19 24 10 11 18 19 236 13 17 21 23 28 11 13 21 22 277 13 20 24 26 32 12 15 24 25 318 13 22 27 29 35 12 17 27 28 349 13 24 30 33 38 12 19 29 31 37
10 13 26 33 36 42 12 21 32 34 4111 13 26 36 39 45 12 23 34 37 4412 13 26 39 42 47 12 25 36 40 4613 13 26 42 45 50 12 25 38 42 4914 13 26 44 48 53 12 25 40 44 5215 13 26 46 51 55 12 25 42 47 5416 13 26 46 54 58 12 25 44 49 5617 13 26 46 56 60 12 25 45 51 5818 13 26 46 58 62 12 25 45 53 6019 13 26 46 60 64 12 25 45 55 6220 13 26 46 62 66 12 25 45 57 6421 13 26 46 62 68 12 25 45 59 6622 13 26 46 62 70 12 25 45 60 6823 13 26 46 62 72 12 25 45 60 6924 13 26 46 62 74 12 25 45 60 7125 13 26 46 62 75 12 25 45 60 7226 13 26 46 62 75 12 25 45 60 7327 13 26 46 62 75 12 25 45 60 74
28 13 26 46 62 75 12 25 45 60 74
29 13 26 46 62 75 12 25 45 60 74
30 13 26 46 62 75 12 25 45 60 74
31 13 26 46 62 75 12 25 45 60 74
32 13 26 46 62 75 12 25 45 60 74
33 13 26 46 62 75 12 25 45 60 74
34 13 26 46 62 75 12 25 45 60 74
35 13 26 46 62 75 12 25 45 60 74
36 13 26 46 62 75 12 25 45 60 74
37 13 26 46 62 75 12 25 45 60 74
38 13 26 46 62 75 12 25 45 60 74
39 13 26 46 62 75 12 25 45 60 74
40 13 26 46 62 75 12 25 45 60 74
41 13 26 46 62 75 12 25 45 60 74
42 13 26 46 62 75 12 25 45 60 74
43 13 26 46 62 75 12 25 45 60 74
44 13 26 46 62 75 12 25 45 60 74
45 13 26 46 62 75 12 25 45 60 74
46 13 26 46 62 75 12 25 45 60 74
47 13 26 46 62 75 12 25 45 60 74
48 13 26 46 62 75 12 25 45 60 74
49 13 26 46 62 75 12 25 45 60 74
UMUR EFEKTIF (TAHUN)
50 13 26 46 62 75 12 25 45 60 74
1. ASUMSI STRUKTUR BAWAH BANGUNANTabel 1
TABEL PENYESUAIAN STRUKTUR BAWAH DENGAN KONDISI TANAHKONDISI KOEF. ADJUSTMENT
Bangunan s/d 4 lantai dengan kondisi tanah lembek 135%Bangunan s/d 4 lantai dengan kondisi tanah miring 120%Bangunan 5 s/d 8 lantai dengan kondisi tanah lembek 125%Bangunan 5 s/d 8 lantai dengan kondisi tanah miring 115%Bangunan di atas 8 lantai dengan kondisi tanah lembek 120%Bangunan struktur kayu (rumah panggung) 75%
Tabel 2
TABEL PENYESUAIAN STRUKTUR BAWAH UNTUK BANGUNAN 1 LANTAIKONDISI KOEF. ADJUSTMENT
Bangunan Jenis 2.1 65%Bangunan Jenis 2.2 70%Bangunan Jenis 4.2 65%
2. ASUMSI STRUKTUR RANGKA BANGUNAN
Tabel 3
TABEL PENYESUAIAN STRUKTUR RANGKA BANGUNAN UNTUK BANGUNAN 1 LANTAIKONDISI KOEF. ADJUSTMENT
Bangunan Jenis 2.1 55%Bangunan Jenis 2.2 60%Bangunan Jenis 4.2 50%
A. Daftar Harga Bahan Bangunan
a b c
KPKNL Ban KPKNL BanKPKNL Ban
1 2 3
No Nama Barang Sat Volume Sifat
A B C D E
1 Acetyline U.Pek.Besi/Baja tbg 1.00 Spesifik 150,000 140,000 135,000
2 Aditif Harcol kg 1.00 Spesifik 30,000 30,000 30,000
3 Akustik lbr 1.00 Spesifik 95,000 95,000 100,000
4 Amplas Besi lbr 1.00 Tidak 3,000 2,500 3,000
5 Amplas Kayu lbr 1.00 Tidak 3,000 2,500 3,000
6 Asbes Gelombang/Asbes Genteng lbr 1.00 Tidak 44,000 42,000 41,000
7 Aspal Hotmix 1.00 Spesifik 1,500,000 1,500,000 1,500,000
8 Aspal Cair drum 1.00 Spesifik 1,300,000 1,475,000 1,300,000
9 Bambu btg 1.00 Tidak 11,000 10,000 13,000
10 Bataco PC bh 1.00 Tidak 1,500 1,500 1,500
11 Bataco Tras bh 1.00 Tidak 1,200 1,000 900
12 Batu Bata bh 1.00 Tidak 530 650 530
13 Batu Kali/Belah 1.00 Tidak 142,500 145,000 150,000
14 Batu Koral 1.00 Tidak 150,000 186,000 190,000
15 Batu Split 1.00 Tidak 175,000 160,000 170,000
16 Batu Tempel 1.00 Tidak 80,000 75,000 70,000
17 Baut Aisan Kap kg 1.00 Tidak 19,000 19,000 20,000
18 Baut Gording Baja/Besi Kanal C bh 1.00 Tidak 3,500 3,500 3,500
19 Baut Sekrup dia 3mm-2,5cm bh 1.00 Tidak 300 300 500
20 Benang Rami glg 1.00 Tidak 4,500 6,500 5,000
21 Besi Beton Polos U.24 kg 1.00 Tidak 14,000 19,000 15,000
22 Besi Beton Ulir U.32 kg 1.00 Tidak 15,000 15,000 17,000
23 Besi Hollow 2x4x400cm btg 1.00 Spesifik 31,000 33,000 33,000
24 Besi Hollow 4x4x600cm btg 1.00 Spesifik 50,000 50,000 50,000
25 Besi Kanal C kg 1.00 Spesifik 11,000 11,200 11,300
26 Besi Siku kg 1.00 Spesifik 11,200 11,500 12,000
27 Besi WF kg 1.00 Spesifik 12,700 13,000 13,000
28 Beton Pra Cetak 1.00 Spesifik 370,000 390,000 390,000
29 Beton Ready Mix K.175 1.00 Spesifik 588,000 590,000 590,000
30 Beton Ready Mix K.225 1.00 Spesifik 603,000 605,000 605,000
31 Box Sikring 2 Group bh 1.00 Tidak 30,000 35,000 25,000
32 Box Sikring 4 Group bh 1.00 Tidak 35,000 35,000 25,000
33 Box Sikring 6 Group bh 1.00 Tidak 58,000 58,000 58,000
DATABASE VERIFIKASI HASIL SURVEY DKPB 2012
Kota Bandung
Kota Cimahi
Kabupaten Bandung
m³
m³m³m³m²
m²m³m³
34 Box Sikring 8 Group bh 1.00 Tidak 60,000 60,000 60,000
35 Buis Beton bh 1.00 Tidak 75,000 70,000 70,000
36 Cat Besi/Kayu kg 1.00 Tidak 38,000 41,000 42,500
37 Cat Dasar Besi/Kayu (Meni) kg 1.00 Tidak 18,000 15,000 23,000
38 Cat Dasar Tembok (Plamur) kg 1.00 Tidak 22,000 15,000 10,000
39 Cat Tembok Dalam kg 1.00 Tidak 15,000 16,000 14,000
40 Cat Tembok Luar kg 1.00 Tidak 15,000 15,000 14,500
41 Celcon blok T.10cm bh 1.00 Spesifik 10,000 9,500 9,500
42 Celcon blok T.7,5cm bh 1.00 Spesifik 9,000 7,500 7,500
43 Closet bh 1.00 Tidak 100,000 120,000 110,000
44 Dolken btg 1.00 Tidak 9,000 9,000 9,000
45 Eternit/Asbes 1.00 Tidak 15,000 16,000 14,000
46 Fitting Plafond Lampu bh 1.00 Tidak 9,000 10,000 13,500
47 Floor Drain bh 1.00 Tidak 30,000 15,000 28,500
48 Genteng Beton Badan Besar bh 1.00 Tidak 5,000 5,500 6,000
49 Genteng Beton Badan Sedang bh 1.00 Tidak 5,500 5,500 5,500
50 Genteng Beton Nok bh 1.00 Tidak 6,500 6,000 9,000
51 Genteng Keramik Badan bh 1.00 Tidak 6,000 6,000 6,000
52 Genteng Keramik Nok bh 1.00 Tidak 13,000 12,500 12,500
53 Genteng Metal 1.00 Tidak 120,000 125,000 125,000
54 Genteng Tanah Liat Badan bh 1.00 Tidak 1,200 1,400 1,500
55 Genteng Tanah Liat Nok bh 1.00 Tidak 2,200 2,200 2,000
56 Granito Lantai 30x30 1.00 Spesifik 133,000 154,000 154,000
57 Granito Lantai 40x40 1.00 Spesifik 165,000 182,000 182,000
58 GRC (Papan Fibersemen) 1.00 Tidak 46,000 46,300 47,000
59 Gypsum Board T.9mm lbr 1.00 Tidak 53,000 53,000 53,000
60 Injuk Rembean 1.00 Tidak 18,000 12,500 12,500
61 Kabel NYM 2x1,5 Putih m' 1.00 Tidak 4,500 4,500 7,000
62 Kabel NYM 2x2,5 Putih m' 1.00 Tidak 6,000 5,500 9,000
63 Kabel NYM 3x1,5 Putih m' 1.00 Tidak 6,000 6,500 9,000
64 Kabel NYM 3x2,5 Putih m' 1.00 Tidak 8,000 7,100 11,000
65 Kabel NYY 3x3,5 Hitam m' 1.00 Tidak 10,000 10,000 12,000
66 Kabel Toevoer NYM 3x16mm m' 1.00 Tidak 13,000 11,000 12,000
67 Kaca 1.00 Tidak 65,000 60,000 70,000
68 Kanstein bh 1.00 Tidak 17,500 20,000 20,000
69 Kawat BC dia 6mm m' 1.00 Tidak 15,000 16,000 17,000
70 Kawat Beton kg 1.00 Tidak 19,000 15,000 20,000
71 Kawat Burung 1.00 Tidak 17,000 15,000 15,000
72 Kawat Las kg 1.00 Tidak 22,000 22,000 22,000
73 Kawat Plafond m' 1.00 Tidak 13,000 13,000 14,000
74 Kayu Kelas I 1.00 Tidak 5,100,000 6,000,000 4,000,000
75 Kayu Kelas II 1.00 Tidak 3,900,000 3,100,000 3,000,000
76 Kayu Kelas III 1.00 Tidak 3,100,000 3,000,000 1,750,000
77 Kayu Kelas IV 1.00 Tidak 1,700,000 1,500,000 850,000
78 Keramik Dinding 20x25 KW I 1.00 Tidak 37,500 40,000 45,000
79 Keramik Dinding 20x25 KW II 1.00 Tidak 35,500 50,000 40,000
80 Keramik Lantai 30x30 KW I 1.00 Tidak 29,000 40,000 35,000
81 Keramik Lantai 30x30 KW II 1.00 Tidak 27,000 40,000 30,000
m²
m²
m²m²m²
m²
m²
m²
m³m³m³m³m²m²m²m²
82 Kitchen Zink bh 1.00 Tidak 180,000 175,000 200,000
83 Klem Kabel bks 1.00 Tidak 5,000 2,500 5,000
84 Klem Pipa Listrik bh 1.00 Tidak 1,500 6,000 1,000
85 Composit Panel lbr 1.00 Spesifik 180,000 180,000 175,000
86 Kran Air bh 1.00 Tidak 25,000 15,000 15,000
87 Kwas Cat bh 1.00 Tidak 12,200 4,000 10,000
88 Lem PVC tube 1.00 Tidak 6,500 6,000 7,000
89 List Profil Gypsum 5x5cm btg 1.00 Tidak 15,000 18,000 14,500
90 List Profil Gypsum 7,5x10cm btg 1.00 Tidak 20,000 29,500 30,000
91 List Profil Gypsum 7,5x7,5cm btg 1.00 Tidak 18,000 15,000 25,000
92 List Profil Kayu 3x3cm btg 1.00 Tidak 18,000 18,000 22,500
93 List Profil Kayu 5x5cm btg 1.00 Tidak 30,000 28,000 30,000
94 List Profil Kayu 7,5x7,5cm btg 1.00 Tidak 38,000 35,000 35,000
95 Marmer Lantai 40x40 1.00 Spesifik 285,000 275,000 275,000
96 Marmer Lantai 40x60 1.00 Spesifik 320,000 310,000 310,000
97 Mata Bor U.Pek.Besi/Baja bh 1.00 Tidak 17,000 17,000 20,000
98 Mata Gerinda U.Pek.Besi/Baja bh 1.00 Tidak 19,000 18,000 18,000
99 MCB Sikring bh 1.00 Tidak 15,000 15,000 20,000
100 Oksigen U.Pek.Besi/Baja tbg 1.00 Spesifik 90,000 80,000 80,000
101 Pagar BRC T.120cm pnl 1.00 Spesifik 150,000 190,000 200,000
102 Pagar BRC T.150cm pnl 1.00 Spesifik 185,000 275,000 225,000
103 Pagar BRC T.90cm pnl 1.00 Spesifik 145,000 160,000 150,000
104 Paku 10-12cm kg 1.00 Tidak 13,000 12,000 13,500
105 Paku 5-7cm kg 1.00 Tidak 13,000 12,000 13,500
106 Paku Seng kg 1.00 Tidak 24,000 25,000 25,000
107 Paku Triplex kg 1.00 Tidak 21,000 18,000 18,000
108 Parket 1.00 Spesifik 170,000 250,000 190,000
109 Pasir Beton 1.00 Tidak 160,000 175,000 150,000
110 Pasir Urug 1.00 Tidak 85,000 70,000 85,000
111 Paving Blok T.6cm 1.00 Tidak 35,000 55,000 45,000
112 Paving Blok T.8cm 1.00 Tidak 45,000 75,000 48,000
113 Pintu Pgr BRC Double Gate DG.120 T1 unit 1.00 Spesifik 230,000 245,000 245,000
114 Pintu Pgr BRC Double Gate DG.175 T1 unit 1.00 Spesifik 275,000 285,000 285,000
115 Pintu Pgr BRC Double Gate DG.90 T1 unit 1.00 Spesifik 210,000 225,000 225,000
116 Pipa Flexible Listrik m' 1.00 Tidak 7,000 6,000 4,000
117 Pipa GIP dia 1/2" btg 1.00 Tidak 32,000 35,000 60,000
118 Pipa Listrik Clipsal btg 1.00 Tidak 7,000 7,000 7,000
119 Pipa PVC AW dia 1" btg 1.00 Tidak 25,000 20,000 30,000
120 Pipa PVC AW dia 1/2" btg 1.00 Tidak 16,000 12,000 23,000
121 Pipa PVC AW dia 3/4" btg 1.00 Tidak 24,000 15,000 28,000
122 Pipa PVC Type D dia 1,5" btg 1.00 Tidak 33,000 32,000 32,000
123 Pipa PVC Type D dia 2" btg 1.00 Tidak 40,000 375,000 37,500
124 Pipa PVC Type D dia 3" btg 1.00 Tidak 60,000 65,000 65,000
125 Pipa PVC Type D dia 4" btg 1.00 Tidak 90,000 90,000 96,000
126 Pipa PVC Type D dia 5" btg 1.00 Tidak 130,000 135,000 140,000
127 Pipa PVC Type D dia 6" btg 1.00 Tidak 170,000 170,000 175,000
128 PVC Lembaran m' 1.00 Tidak 24,000 23,000 22,200
129 Residu Kayu ltr 1.00 Tidak 37,500 37,000 35,000
m²m²
m²m³m³m²m²
130 Roll Cat bh 1.00 Tidak 17,000 12,500 18,000
131 Saklar Ganda bh 1.00 Tidak 16,000 17,500 16,500
132 Saklar Hotel bh 1.00 Tidak 18,000 16,000 18,000
133 Saklar Tunggal bh 1.00 Tidak 13,500 12,500 12,500
134 Semen PC sak 1.00 Tidak 58,000 60,000 57,000
135 Semen Pengisi Nat kg 1.00 Tidak 9,000 7,500 14,000
136 Semen Putih kg 1.00 Tidak 3,000 4,000 4,000
137 Seng Gelombang BJLS 30 lbr 1.00 Tidak 42,500 40,000 43,000
138 Seng Plat BJLS 30 m' 1.00 Tidak 37,500 38,000 37,500
139 Sikat Kawat U.Pek.Besi/Baja bh 1.00 Tidak 6,500 7,000 7,000
140 Sirap bh 1.00 Spesifik 2,000 1,600 1,600
141 Sirtu Gali 1.00 Spesifik 110,000 110,000 110,000
142 Sok & Knie PVC AW dia 1" bh 1.00 Tidak 3,000 2,500 3,500
143 Sok & Knie PVC AW dia 1/2" bh 1.00 Tidak 2,000 2,500 2,500
144 Sok & Knie PVC AW dia 3/4" bh 1.00 Tidak 2,250 1,500 3,000
145 Sok & Knie PVC D dia 1,5" bh 1.00 Tidak 4,000 5,250 5,000
146 Sok & Knie PVC D dia 2" bh 1.00 Tidak 6,500 6,500 6,000
147 Sok & Knie PVC D dia 3" bh 1.00 Tidak 8,000 9,000 12,500
148 Sok & Knie PVC D dia 4" bh 1.00 Tidak 10,000 11,000 15,000
149 Sok & Knie PVC D dia 5" bh 1.00 Tidak 12,000 14,000 20,000
150 Sok & Knie PVC D dia 6" bh 1.00 Tidak 15,000 20,000 23,000
151 Spandek 1.00 Tidak 65,000 70,000 70,000
152 Stop Kontak Biasa bh 1.00 Tidak 7,500 12,500 7,000
153 Stop Kontak Khusus bh 1.00 Tidak 11,500 14,500 14,500
154 Stop Kran Logam dia 1" bh 1.00 Tidak 50,000 45,000 52,500
155 Stop Kran Logam dia 1/2" bh 1.00 Tidak 25,000 21,500 37,500
156 Stop Kran Logam dia 3/4" bh 1.00 Tidak 35,000 30,000 47,500
157 T Doos Listrik bh 1.00 Tidak 1,500 1,000 3,000
158 Tanah Urug 1.00 Tidak 45,000 40,000 40,000
159 Tegel Abu-abu 20 x 20 1.00 Tidak 20,000 25,000 25,000
160 Terakota 1.00 Spesifik 57,500 63,000 63,000
161 Teraso 1.00 Tidak 24,000 27,500 27,500
162 Tiang BRC T.1,20M U.Pgr T.0,90M bh 1.00 Spesifik 90,000 92,000 105,000
163 Tiang BRC T.1,50M U.Pgr T.1,20M bh 1.00 Spesifik 123,000 122,000 140,000
164 Tiang BRC T.2,25M U.Pgr T.1,75M bh 1.00 Spesifik 150,000 152,500 170,000
165 Timah Patri kg 1.00 Spesifik 75,000 35,000 75,000
166 Triplek 12mm lbr 1.00 Tidak 140,000 150,000 147,500
167 Triplek 4mm lbr 1.00 Tidak 53,000 55,000 55,000
168 Triplek 6mm lbr 1.00 Tidak 72,000 65,000 72,500
169 Triplek 9mm lbr 1.00 Tidak 100,000 95,000 110,000
170 Vinyl 1.00 Spesifik 90,000 90,000 100,000
B. Daftar Upah Kerja
No Keahlian Sat Ukuran
A B C D E
1 Kenek/Laden org 1.00 50,000 50,000 55,000
m³
m²
m³m²m²m²
m²
2 Tukang Gali org 1.00 60,000 60,000 70,000
3 Tukang Batu Kasar org 1.00 65,000 65,000 70,000
4 Tukang Batu Halus org 1.00 65,000 60,000 70,000
5 Tukang Besi org 1.00 70,000 70,000 70,000
6 Tukang Kayu Kasar org 1.00 65,000 65,000 70,000
7 Tukang Kayu Halus org 1.00 65,000 65,000 70,000
8 Tukang Cat org 1.00 65,000 60,000 70,000
9 Tukang Pipa org 1.00 65,000 60,000 75,000
10 Tukang Listrik org 1.00 70,000 65,000 75,000
11 Kepala Tukang org 1.00 85,000 80,000 80,000
12 Mandor org 1.00 100,000 90,000 90,000
C. Daftar Harga Sewa Alat
No Nama Barang Sat Ukuran
A B C D E
1 Ember bh 1.00 6,000 7,000 4,500
2 Pacul bh 1.00 40,000 35,000 30,000
3 Blencong bh 1.00 50,000 55,000 55,000
4 Sekop bh 1.00 50,000 50,000 52,500
5 Pahat Besi bh 1.00 12,500 15,000 15,000
6 Timbrisan Tanah bh 1.00 30,000 30,000 28,000
7 Timbrisan Mesin/Stamper 1.00 90,000 80,000 87,000
8 Bar Cutter kg 1.00 1,500 1,500 1,400
9 Bar Binder kg 1.00 1,500 1,500 1,400
10 Pemotong Keramik 1.00 6,000 5,500 6,000
11 Concrete Mixer 1.00 55,000 55,000 50,000
12 Pompa Beton 1.00 20,000 18,000 17,000
13 Vibrator 1.00 15,000 15,000 15,000
m³
m²
m³
m³
m³
d e f g h i j k l
KPKNL BanKPKNL BanKPKNL Cir KPKNL Cir KPKNL Cir KPKNL CireKPKNL Cir KPKNL BogKPKNL Bog
4 5 6 7 8 9 10 11 12
140,000 160,000 230,000 230,000 230,000 230,000 230,000 250,000 240,000
30,000 33,000 38,500 38,500 38,500 38,500 38,500 35,000 35,000
90,000 100,000 49,000 49,000 50,000 50,000 50,000 98,700 98,700
3,000 3,000 2,500 2,500 2,500 2,500 2,500 1,500 3,800 3,000 3,000 2,000 2,000 2,000 2,000 2,000 1,500 1,500
45,000 55,000 56,000 55,000 59,000 50,000 58,000 24,000 24,000
1,500,000 1,500,000 1,534,500 1,534,500 1,534,500 1,534,500 1,534,500 1,955,510 1,955,510
1,400,000 1,500,000 1,370,000 1,370,000 1,370,000 1,370,000 1,370,000 1,550,000 1,550,000
7,000 10,000 10,000 9,000 9,000 10,000 10,000 7,000 7,000
1,600 1,600 1,850 1,900 1,900 1,900 1,800 2,500 2,500
1,000 1,200 850 850 850 850 850 2,000 2,000
650 510 430 425 425 440 450 500 500
150,000 112,500 95,000 98,000 92,500 92,500 98,000 130,000 130,000
175,000 150,000 135,000 135,000 140,000 140,000 135,000 190,000 190,000
180,000 150,000 150,000 160,000 160,000 160,000 155,000 190,000 190,000
125,000 80,000 85,000 95,000 95,000 92,500 90,000 137,500 137,500
17,500 19,000 20,000 20,000 20,000 20,000 20,000 15,000 15,000
4,000 3,500 2,000 2,000 2,000 2,000 2,000 7,000 7,000
500 500 750 750 750 750 750 300 300
5,000 5,000 2,500 2,500 2,500 2,500 2,500 1,000 1,000
10,000 12,000 8,650 8,500 8,790 8,850 8,655 7,000 7,000
11,000 12,500 9,000 8,980 9,100 9,200 9,000 10,000 10,000
35,000 35,000 22,000 22,500 23,000 23,000 22,000 20,000 20,00057,500 64,750 28,000 28,000 29,000 29,000 28,000 23,000 23,000
11,000 11,200 10,800 10,800 11,000 11,000 11,000 15,000 15,000
10,000 11,500 9,100 9,000 9,400 9,500 9,250 12,500 12,500
13,000 12,500 11,500 11,500 11,850 11,850 12,000 15,000 15,000
425,000 400,000 41,500 42,000 45,000 45,000 42,000 125,000 125,000
615,000 590,000 645,000 645,000 650,000 650,000 645,000 495,000 480,000625,000 605,000 670,000 670,000 675,000 675,000 670,000 510,000 511,000
25,000 40,000 30,000 30,000 30,000 30,000 30,000 20,000 20,00035,000 45,000 50,000 50,000 50,000 50,000 50,000 37,000 37,00035,000 60,000 65,000 65,000 65,000 65,000 65,000 40,000 40,000
DATABASE VERIFIKASI HASIL SURVEY DKPB 2012
Kabupaten Bandung
Barat
Kabupaten
Sumedang
Kabupaten Cirebon
Kabupaten
Indramayu
Kabupaten
Kuningan
Kabupaten
Majalengka
Kota Cirebon
Kabupaten
Sukabumi
Kota Sukabum
i
40,000 65,000 80,000 80,000 80,000 80,000 80,000 50,000 50,000
75,000 75,000 44,000 45,000 45,000 42,500 45,000 25,000 25,000
41,000 39,000 45,000 42,000 45,000 42,000 45,000 30,000 30,000
22,500 17,500 22,500 25,000 20,000 17,500 20,000 25,000 25,000
18,000 15,000 12,500 12,500 10,000 11,000 11,250 43,000 11,200
15,000 14,000 18,000 19,000 19,000 17,000 19,000 60,000 46,800
14,000 15,000 28,500 30,000 30,000 27,500 30,000 70,000 66,000
9,500 10,000 9,000 9,000 9,000 9,000 9,000 4,500 4,500
6,500 8,000 7,500 7,500 7,500 7,500 7,500 7,200 7,200
100,000 110,000 110,000 120,000 100,000 100,000 115,000 70,000 70,000
16,000 10,000 32,000 29,000 30,000 30,000 35,000 14,000 14,500
15,000 13,000 12,000 11,000 11,000 12,000 12,500 15,000 15,000
9,000 10,000 14,000 15,000 15,000 15,000 13,000 8,000 8,500
20,000 20,000 35,000 37,000 40,000 40,000 35,000 15,000 15,000
7,250 4,000 6,800 6,800 6,800 6,800 6,800 11,000 11,000
6,500 4,000 5,700 5,700 5,700 5,700 5,700 8,000 8,000
9,000 5,000 15,000 15,000 15,000 15,000 15,000 11,000 11,000
5,500 5,500 6,850 6,850 6,850 6,850 6,850 8,000 8,000
12,500 10,000 14,000 14,000 14,000 14,000 14,000 12,000 12,000
125,000 80,000 114,000 115,000 115,000 115,000 112,500 45,000 45,000
1,500 1,450 1,250 1,200 1,400 1,300 1,250 1,750 1,750
2,500 3,000 2,500 2,500 2,500 2,750 2,500 3,000 3,000
142,500 160,000 169,000 170,000 170,000 170,000 169,000 42,000 42,000
180,000 195,000 209,000 210,000 210,000 210,000 209,000 60,000 60,000
50,000 47,000 49,000 49,000 49,000 50,000 50,000 48,000 48,000
50,000 50,000 62,000 65,000 65,000 63,000 60,000 57,500 57,500
9,500 20,000 9,000 9,000 9,000 9,000 9,000 16,500 16,500
5,000 5,000 4,580 4,580 4,580 4,580 4,580 4,500 4,000
9,000 7,500 6,560 6,560 6,560 6,560 6,560 6,500 6,000
10,000 7,500 5,860 5,860 5,860 5,860 5,860 8,000 8,000
13,000 9,000 8,340 8,340 8,340 8,340 8,340 17,500 17,50015,000 13,500 16,000 16,000 16,000 16,000 16,000 10,000 10,000
12,500 13,000 20,000 20,000 20,000 20,000 20,000 52,500 52,500
62,500 55,000 200,000 200,000 200,000 200,000 200,000 73,000 75,000
25,000 37,500 27,000 27,000 28,000 28,000 27,000 9,400 9,400
11,000 11,000 5,500 5,500 6,000 6,000 6,000 11,000 11,000
20,000 17,500 18,000 18,000 18,000 16,000 18,000 15,000 16,300
13,500 14,000 15,000 15,000 15,000 13,000 15,000 15,000 15,000
25,000 25,000 22,000 20,000 20,000 18,000 25,000 25,000 12,000
11,000 13,000 2,500 2,500 2,500 3,000 3,000 12,000 10,000
4,500,000 4,250,000 5,500,000 5,500,000 5,550,000 5,550,000 5,500,000 4,500,000 4,500,0003,000,000 3,200,000 4,750,000 4,750,000 4,850,000 4,850,000 4,750,000 3,400,000 3,400,000
2,500,000 1,600,000 3,000,000 3,000,000 3,100,000 3,100,000 3,000,000 2,300,000 2,300,000
1,350,000 1,200,000 1,800,000 1,800,000 1,700,000 1,800,000 1,800,000 1,500,000 1,500,000
42,500 45,000 45,000 45,000 45,000 47,000 45,000 43,000 43,000
40,000 40,000 38,000 38,000 39,000 39,000 38,000 44,000 44,000
38,000 33,000 55,000 54,000 55,000 56,000 55,000 38,000 55,000
38,000 30,000 37,000 36,000 37,000 38,000 37,000 35,000 35,000
125,000 180,000 150,000 175,000 145,000 160,000 150,000 125,000 125,000
3,000 3,000 6,000 6,000 6,000 6,000 6,000 2,500 2,000
1,500 1,000 1,000 1,000 1,000 1,000 1,000 500 500
185,000 190,000 190,000 190,000 190,000 190,000 190,000 92,000 92,000
12,000 12,500 27,000 27,000 27,000 27,000 27,000 15,000 15,000
12,500 8,000 15,000 15,000 14,000 15,000 14,000 5,000 6,000
7,000 6,500 7,000 7,000 7,000 7,000 7,000 7,000 7,000
17,500 18,000 15,000 16,000 16,000 16,000 15,000 13,000 13,000
27,500 35,000 19,000 20,000 20,000 20,000 19,000 10,000 10,000
15,000 28,000 17,000 18,000 18,000 18,000 17,000 13,000 15,000
15,000 17,000 14,000 14,000 14,000 12,500 13,500 10,000 10,000
21,000 28,000 17,000 17,000 17,000 15,000 16,000 13,000 13,00035,500 37,500 19,000 19,000 19,000 18,000 19,000 15,000 10,000
235,000 280,000 185,000 185,000 185,000 185,000 185,000 175,000 175,000280,000 315,000 210,000 210,000 210,000 210,000 210,000 150,000 200,000
15,000 12,500 15,000 15,000 15,000 15,000 15,000 15,000 15,000
15,000 13,000 9,000 9,000 9,000 9,000 9,000 8,000 8,000
20,000 17,500 45,000 45,000 45,000 40,000 45,000 20,000 30,000
71,500 75,000 60,000 60,000 60,000 62,000 60,000 100,000 100,000
185,000 165,000 275,000 275,000 275,000 275,000 275,000 150,000 150,000220,000 200,000 325,000 325,000 325,000 325,000 325,000 180,000 180,000145,000 140,000 227,000 227,000 227,000 227,000 227,000 130,000 130,000
15,000 11,000 12,000 12,000 12,000 12,000 12,000 17,000 17,000
12,000 11,000 12,000 12,000 12,000 12,000 12,000 18,000 18,000
22,000 16,500 20,000 20,000 20,000 20,000 20,000 18,000 18,00020,000 15,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000
185,000 200,000 160,000 160,000 160,000 160,000 160,000 145,000 145,000
190,000 140,000 140,000 145,000 145,000 140,000 145,000 106,700 106,700150,000 77,500 105,000 105,000 105,000 102,500 110,000 98,000 98,000
37,000 40,000 60,000 60,000 60,000 60,000 60,000 45,000 45,00050,000 46,000 70,000 70,000 70,000 70,000 70,000 53,000 53,000
250,000 240,000 690,000 690,000 690,000 690,000 690,000 400,000 400,000
285,000 280,000 1,050,000 1,050,000 1,050,000 1,050,000 1,050,000 500,000 500,000
220,000 220,000 675,000 675,000 675,000 675,000 675,000 300,000 300,000
5,000 5,000 5,200 5,200 5,200 5,200 5,200 5,000 5,000
30,000 25,000 65,000 65,000 70,000 70,000 65,000 27,500 27,500
7,000 7,000 9,000 9,000 9,000 9,000 9,000 6,000 6,000
20,000 25,000 26,600 25,000 25,000 25,000 27,000 25,000 30,000
12,000 15,000 14,500 14,000 14,000 15,000 15,000 15,000 15,000
19,500 20,000 20,000 19,000 19,000 20,000 20,000 20,000 22,000
35,000 28,000 28,250 27,000 27,000 27,000 28,000 25,000 35,000
25,000 35,000 36,300 35,000 35,000 35,000 37,000 35,000 40,000
45,000 50,000 62,000 69,000 69,000 65,000 63,000 60,000 60,000
110,000 90,000 97,780 98,000 98,000 98,000 98,000 85,000 85,000
125,000 125,000 158,325 158,000 160,000 160,000 158,000 115,000 150,000
120,000 165,000 205,750 205,000 210,000 208,000 206,000 125,000 275,000
24,000 22,000 38,000 38,000 38,000 38,000 38,000 37,500 40,000
35,000 20,000 7,000 7,000 7,000 7,000 7,000 25,000 27,500
15,000 15,000 25,000 23,000 23,000 23,000 25,000 15,000 17,000
13,500 16,000 17,000 17,000 17,000 17,000 17,000 8,000 13,000
25,000 18,000 30,000 30,000 30,000 30,000 30,000 12,500 13,000
15,000 13,000 12,000 13,000 12,000 12,000 13,000 10,000 11,000
62,000 58,000 61,000 61,000 62,000 62,000 61,000 55,000 55,00010,000 12,500 10,000 10,000 10,000 10,000 10,000 6,000 5,000
4,000 3,000 3,000 3,000 3,000 3,000 2,750 4,000 2,500
60,000 41,000 55,000 55,000 56,000 55,000 55,000 55,000 55,000
35,000 37,500 25,000 25,000 27,000 25,000 25,000 53,000 53,000
5,100 6,000 5,000 5,000 5,000 5,000 5,000 7,000 7,0001,500 1,600 1,385 1,400 1,400 1,400 1,385 2,500 2,500
95,000 95,000 85,000 88,000 84,000 84,000 88,000 100,000 180,0004,000 3,500 3,000 3,000 3,000 3,000 3,000 3,500 3,5002,500 2,500 1,500 1,500 1,750 1,750 1,500 2,000 2,000
3,000 3,000 2,000 2,000 2,000 2,000 2,000 2,500 2,500
4,500 5,000 3,500 3,500 3,500 3,500 3,500 4,000 4,000
6,000 6,000 5,000 5,000 5,000 5,000 5,000 6,000 6,000
8,000 8,000 10,000 10,000 10,000 10,000 10,000 6,000 6,000
12,000 9,000 15,000 15,000 15,000 15,000 15,000 7,000 7,000
15,000 12,000 20,000 20,000 20,000 20,000 20,000 15,000 15,000
25,000 20,000 25,000 25,000 25,000 25,000 25,000 22,500 22,500
72,000 72,500 75,000 75,000 75,000 75,000 75,000 100,000 100,0008,000 12,000 12,000 13,000 13,000 13,000 13,000 8,000 6,000
15,000 15,000 30,000 30,000 30,000 30,000 30,000 20,000 12,50085,000 50,000 35,000 35,000 35,000 35,000 40,000 25,000 25,000
40,000 30,000 25,000 26,000 26,000 26,000 25,000 30,000 33,000
60,000 40,000 32,000 32,000 32,000 32,000 32,000 35,000 35,000
2,000 3,000 1,000 1,000 1,000 1,000 1,000 15,000 15,000
42,500 42,000 47,500 47,500 45,000 45,000 48,000 80,000 90,000
23,000 25,000 27,000 27,000 28,000 28,000 27,500 37,500 37,500
72,500 65,000 125,000 125,000 130,000 130,000 125,000 35,000 35,000
23,000 27,000 32,000 31,000 33,000 33,000 32,000 40,000 38,500
105,000 110,000 80,000 80,000 80,000 80,000 80,000 47,500 47,500131,000 140,000 95,000 95,000 95,000 95,000 95,000 75,000 75,000165,000 170,000 115,000 115,000 115,000 115,000 115,000 80,000 80,000
90,000 85,000 35,000 35,000 35,000 35,000 35,000 80,000 80,000
135,000 145,000 170,000 170,000 160,000 160,000 170,000 135,000 155,000
56,000 54,000 60,000 60,000 55,000 55,000 60,000 140,000 140,000
85,000 72,000 80,000 80,000 75,000 75,000 80,000 55,000 55,000
105,000 105,000 115,000 115,000 105,000 110,000 115,000 65,000 65,000
70,000 90,000 125,000 125,000 125,000 125,000 125,000 105,000 105,000
42,500 45,000 48,000 47,500 45,000 45,000 50,000 45,000 45,000
45,000 50,000 54,000 53,000 50,000 50,000 55,000 60,000 60,000 55,000 50,000 58,000 57,500 55,000 55,000 60,000 60,000 60,000 65,000 55,000 63,000 62,500 60,000 60,000 65,000 60,000 60,000 55,000 55,000 63,000 62,500 60,000 60,000 65,000 60,000 60,000 55,000 50,000 58,000 57,500 55,000 55,000 60,000 60,000 60,000 65,000 55,000 63,000 62,500 60,000 60,000 65,000 60,000 60,000 55,000 55,000 58,000 57,500 55,000 55,000 60,000 60,000 60,000 55,000 55,000 58,000 57,500 55,000 55,000 60,000 45,000 45,000 65,000 65,000 63,000 62,500 60,000 60,000 65,000 70,000 70,000 75,000 70,000 68,000 67,500 65,000 65,000 70,000 85,000 85,000
75,000 75,000 73,000 72,000 69,000 69,000 74,000 95,000 95,000
8,500 4,500 5,000 4,500 6,000 5,000 5,000 5,000 5,000
37,500 30,000 47,500 45,000 45,000 42,500 50,000 40,000 40,000
75,000 55,000 45,000 45,000 45,000 45,000 45,000 75,000 75,000
75,000 52,500 53,000 54,000 55,000 55,000 55,000 80,000 80,000
15,000 15,000 18,000 20,000 17,000 15,000 17,000 13,000 12,000
30,000 28,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000
80,000 87,000 75,000 76,000 80,000 78,000 75,000 55,000 55,000
1,500 1,400 2,500 2,500 2,500 2,500 2,500 2,500 2,500
1,500 1,400 2,500 2,500 2,500 2,500 2,500 2,500 2,500
5,500 7,000 5,500 5,500 5,500 6,000 6,000 7,000 7,000
50,000 53,000 38,000 40,000 38,000 38,000 40,000 65,000 65,000
20,000 17,000 33,000 34,100 34,100 34,100 33,000 25,000 25,000
15,000 15,000 27,000 28,000 27,500 28,000 27,000 35,000 35,000
m n o p q r s t
KPKNL BogKPKNL BogoKPKNL BogKPKNL BogKPKNL TasKPKNL TasikKPKNL Tasi KPKNL Tas
13 14 15 16 17 18 19 20
250,000 205,000 250,000 240,000 150,000 150,000 150,000 150,000
35,000 40,000 36,000 36,000 27,000 27,000 25,000 26,000
98,700 40,000 36,000 98,700 85,000 85,000 82,000 84,000
2,000 2,000 2,500 3,800 2,500 3,000 2,000 2,500
2,000 4,000 2,500 3,800 2,500 3,000 2,000 2,500
24,000 23,000 48,000 48,000 36,000 35,000 25,000 25,000
1,955,510 1,805,510 1,805,510 1,805,510 ### 1,500,000 1,500,000 ###
1,550,000 1,500,000 1,500,000 1,500,000 ### 1,100,000 1,100,000 1,105,000
8,500 20,000 10,000 10,000 8,000 6,200 8,500 7,000
1,800 1,500 1,600 1,500 3,000 2,500 2,000 2,350
900 2,000 550 750 3,000 1,000 1,000 1,500
650 450 600 600 500 500 500 450
140,000 200,000 130,000 130,000 86,000 80,000 104,000 110,000
150,000 200,000 190,000 190,000 115,000 104,000 98,000 103,500
155,000 200,000 200,000 200,000 96,000 108,000 125,000 145,000
137,500 52,000 52,000 52,000 95,000 96,000 88,000 93,000
15,000 15,000 15,000 15,000 18,000 15,000 19,000 23,000
7,000 7,500 7,500 7,500 4,500 5,000 3,500 3,000
300 500 500 500 400 500 300 380
1,000 2,500 2,500 2,500 3,500 2,000 2,000 2,500
7,100 9,000 9,000 9,000 9,500 11,000 13,000 9,500
8,900 11,000 11,000 11,000 13,500 17,000 13,000 9,000
15,000 15,000 12,000 12,000 33,500 43,000 41,000 31,000
75,000 20,000 16,000 16,000 57,000 60,000 63,000 51,000
15,000 17,000 17,000 17,000 17,500 12,500 13,000 10,000
12,500 12,000 12,000 12,000 10,000 14,500 14,000 13,500
15,000 20,000 20,000 20,000 14,000 13,000 16,000 12,500
125,000 96,000 96,000 96,000 290,000 285,000 285,000 285,000
655,000 600,000 480,000 480,000 560,000 550,000 405,000 405,000
800,000 630,000 511,000 511,000 660,000 625,000 505,000 505,000
22,500 20,000 20,000 25,000 25,000 28,500 25,000 25,500
35,000 25,000 35,000 30,000 44,000 41,000 41,000 35,000
26,000 40,000 40,000 30,000 50,000 55,000 50,000 42,000
VERIFIKASI HASIL SURVEY DKPB 2012
Kabupaten Cianjur
Kota Depok
Kabupaten Bogor
Kota Bogor
Kabupaten Garut
Kabupaten Tasikmalay
a
Kota Tasikmalay
aKabupaten Ciamis
47,500 50,000 50,000 50,000 65,000 70,000 66,000 52,500
42,500 25,000 45,000 45,000 35,000 44,000 41,000 41,000
30,000 30,000 30,000 39,000 39,000 40,000 35,000 37,500
15,000 20,000 20,000 25,000 18,500 21,000 20,000 18,500
20,000 10,000 40,000 11,200 17,500 19,000 16,500 19,000
40,000 20,000 40,000 46,800 31,000 32,000 24,000 19,000
50,000 25,000 40,000 66,000 36,000 36,000 35,000 26,000
17,000 10,000 10,000 10,000 6,000 10,000 4,000 4,500
12,500 9,000 9,000 9,000 5,000 4,700 4,500 4,500
80,000 60,000 75,000 70,000 106,000 95,000 91,000 77,000
11,500 20,000 18,000 14,500 20,500 15,000 14,000 12,000
12,500 10,000 15,000 16,500 10,000 6,000 15,000 15,000
8,000 5,000 9,000 10,000 7,500 6,000 5,000 7,500
15,000 15,000 15,000 25,000 13,500 8,500 12,500 15,000
10,000 3,500 3,500 13,000 6,000 5,700 4,000 4,200
9,000 2,000 2,000 7,000 5,500 4,700 3,500 4,000
11,000 13,000 13,000 12,000 6,000 5,000 5,000 6,000
8,000 5,500 5,500 7,000 6,000 5,500 6,000 5,500
12,000 10,500 10,500 15,000 9,500 10,000 15,000 10,000
45,000 50,000 50,000 80,000 115,000 125,000 125,000 125,000
1,750 1,500 1,500 1,500 1,000 1,200 1,500 1,500
3,000 3,000 3,000 3,500 2,000 2,500 1,700 2,700
42,000 100,000 100,000 100,000 160,000 140,000 15,000 160,000
60,000 125,000 125,000 125,000 180,000 170,000 165,000 186,000
49,500 50,000 50,000 50,000 45,000 51,000 45,000 47,000
48,000 60,000 50,000 57,500 54,000 65,000 60,000 58,500
16,000 17,000 17,000 17,000 18,000 11,000 20,000 12,000
4,500 4,000 5,000 4,000 4,000 3,000 3,900 3,000
6,500 7,000 7,000 6,500 6,500 4,500 5,500 4,000
6,500 7,500 7,500 7,000 6,500 4,500 5,300 4,500
10,500 9,500 9,500 10,500 9,500 4,500 7,100 6,600
10,000 15,000 15,000 15,000 6,500 5,500 8,000 6,000
52,500 50,000 50,000 50,000 12,500 8,500 10,000 11,000
57,000 50,000 50,000 75,000 53,000 55,000 45,500 48,000
15,000 15,000 15,000 15,000 36,000 35,000 31,000 33,000
13,000 5,000 5,000 5,000 11,000 12,000 7,000 8,500
15,000 20,000 20,000 20,000 18,000 20,000 16,000 18,000
15,000 15,000 15,000 15,000 16,000 15,000 15,000 13,500
23,000 20,000 20,000 17,200 20,000 22,000 19,000 20,000
12,000 20,000 20,000 12,000 10,000 11,000 12,000 20,000
4,500,000 4,850,000 5,000,000 5,280,000 ### 5,000,000 5,000,000 5,500,000
3,400,000 2,500,000 4,136,000 4,136,000 ### 2,700,000 2,600,000 2,200,000
2,300,000 2,000,000 3,080,000 3,080,000 ### 2,300,000 1,860,000 1,700,000
1,500,000 1,500,000 1,850,000 1,850,000 ### 1,850,000 1,510,000 1,450,000
42,500 40,000 45,000 60,000 39,000 42,000 36,000 40,000
50,000 35,000 35,000 35,000 37,000 38,000 35,000 35,000
42,000 40,000 35,000 55,000 33,000 34,000 32,000 29,500
25,000 35,000 35,000 35,000 30,000 29,000 27,000 26,000
160,000 100,000 100,000 150,000 166,000 160,000 150,000 166,000
6,000 5,000 2,000 3,000 3,000 2,100 3,500 3,500
750 500 750 1,000 2,000 1,000 1,250 800
100,000 100,000 92,000 92,000 125,000 120,000 116,000 117,000
15,000 10,000 10,000 10,000 12,500 12,500 8,500 13,500
4,000 2,000 5,000 10,000 10,000 10,000 7,000 8,500
7,000 6,000 6,000 6,000 6,000 6,000 5,000 6,000
9,000 10,000 10,000 10,000 15,000 10,000 16,000 17,500
10,000 10,000 10,000 10,000 20,000 17,000 30,000 30,000
13,000 13,000 13,000 13,000 35,000 21,000 27,000 28,000
12,000 15,000 15,000 15,000 12,500 13,000 15,000 10,000
20,000 17,000 17,000 17,000 26,000 17,000 20,000 16,000
24,500 25,000 25,000 25,000 27,500 19,000 30,000 22,000
112,000 150,000 150,000 150,000 135,000 155,000 152,000 100,000
150,000 13,000 13,000 200,000 246,000 268,000 251,000 200,000
12,500 25,000 25,000 25,000 18,000 8,500 18,000 20,000
25,000 25,000 30,000 30,000 12,000 10,000 19,000 21,250
22,500 22,500 35,000 40,000 16,000 25,000 35,000 37,500
100,000 100,000 110,000 110,000 80,000 80,000 76,000 78,000
134,000 150,000 200,000 200,000 145,000 166,000 145,000 165,000
180,000 200,000 200,000 200,000 165,000 180,000 185,000 245,000
125,000 120,000 115,000 115,000 115,000 110,000 115,000 195,000
10,500 15,000 17,000 17,000 12,000 12,500 11,000 12,000
10,500 15,000 14,000 14,000 12,000 12,500 11,000 12,000
15,000 25,000 13,000 13,000 20,000 20,000 18,000 21,000
14,000 25,000 13,000 13,000 19,000 16,000 16,000 18,000
145,000 145,000 145,000 155,000 155,000 153,000 151,000 151,000
200,000 175,000 106,700 106,700 111,000 115,000 131,000 106,000
120,000 100,000 100,000 100,000 105,000 85,000 76,000 75,000
40,000 40,000 40,000 40,000 35,000 33,000 35,000 35,000
50,000 45,000 45,000 45,000 38,000 37,000 39,000 39,500
425,000 400,000 400,000 400,000 245,000 220,000 235,000 232,000
500,000 500,000 500,000 500,000 275,000 300,000 260,000 255,000
325,000 300,000 300,000 300,000 210,000 175,000 205,000 187,000
2,500 2,500 2,500 5,000 7,500 6,000 7,500 6,500
23,500 25,000 28,000 28,000 65,000 51,000 50,000 50,000
10,000 7,000 20,000 20,000 8,000 5,000 10,000 5,000
15,000 25,000 25,000 30,000 18,000 20,000 18,600 27,000
11,500 15,000 14,000 14,000 15,000 13,000 11,500 15,500
22,000 20,000 19,000 22,000 17,000 18,000 13,500 20,000
12,500 35,000 25,000 28,500 17,500 12,000 15,000 28,000
13,000 50,000 34,000 36,000 26,500 16,000 25,000 29,000
60,000 60,000 55,000 55,000 31,000 30,000 35,000 58,000
90,000 90,000 85,000 85,000 50,000 50,000 50,000 50,000
115,000 150,000 155,000 156,000 100,000 100,000 100,000 100,000
125,000 195,000 185,000 185,000 120,000 120,000 120,000 120,000
37,500 45,000 42,500 42,500 23,000 20,000 21,000 26,000
27,000 20,000 30,000 30,000 32,000 23,000 18,000 8,000
12,500 10,000 15,000 15,000 16,000 15,000 15,000 20,000
12,500 15,000 14,000 18,000 16,500 10,000 15,000 15,000
12,500 12,500 20,000 25,000 20,000 20,000 25,000 19,000
9,000 12,500 12,000 12,000 13,000 9,000 13,000 14,000
62,000 63,000 63,000 55,000 57,000 55,000 55,000 54,000
2,500 10,000 7,500 10,000 6,000 5,000 6,000 8,000
4,000 20,000 65,000 2,500 3,500 2,500 2,500 3,000
55,000 45,000 45,000 49,000 45,000 37,000 45,000 42,000
31,000 30,000 35,000 53,000 30,000 35,000 28,000 35,000
10,000 10,000 5,000 5,000 8,500 6,000 6,500 7,500
2,500 2,400 2,500 2,500 1,000 2,000 1,000 825
100,000 100,000 100,000 125,000 76,000 90,000 84,000 69,000
3,000 3,000 4,000 3,000 3,600 3,000 2,600 3,500
2,000 1,500 2,000 2,000 2,600 2,500 2,000 2,000
2,500 2,000 2,500 2,500 2,900 2,500 2,200 2,500
2,000 4,000 3,500 4,500 3,500 3,000 2,500 4,000
2,000 5,000 3,500 5,500 4,600 3,000 3,500 4,500
3,000 6,000 5,000 10,000 6,000 3,500 5,500 6,000
5,000 10,000 9,000 18,000 8,000 6,000 6,000 9,000
12,000 15,000 23,000 22,000 15,000 10,000 10,500 17,500
22,500 20,000 35,000 25,000 20,000 15,000 15,000 20,000
100,000 82,000 90,000 100,000 70,000 65,000 65,000 65,000
7,000 8,000 6,000 10,000 9,500 8,000 7,000 10,000
25,000 15,000 15,000 20,000 15,000 19,000 13,000 15,500
20,000 25,000 25,000 30,000 35,000 39,000 31,000 35,000
33,000 33,000 30,000 33,000 15,000 25,000 12,500 25,000
35,000 35,000 25,000 35,000 20,000 33,000 16,000 38,000
1,000 1,000 2,500 6,500 1,500 2,300 1,000 1,500
125,000 100,000 120,000 145,000 45,000 40,000 36,000 40,000
37,000 38,000 37,500 37,500 27,000 25,000 34,000 57,000
35,000 37,000 36,000 36,000 37,000 35,000 35,000 30,000
40,000 45,000 45,000 45,000 25,000 25,000 25,000 33,000
47,500 47,000 55,000 55,000 90,000 102,000 91,000 93,000
75,000 50,000 70,000 70,000 125,000 125,000 123,000 123,000
80,000 65,000 90,000 90,000 155,000 159,000 155,000 155,000
80,000 100,000 80,000 100,000 45,000 32,000 35,000 35,000
140,000 145,000 145,000 135,000 140,000 141,000 135,000 145,000
62,500 55,000 53,000 53,000 55,000 54,000 54,000 53,000
67,500 75,000 65,000 65,000 85,000 68,000 70,000 68,750
92,500 110,000 90,000 90,000 125,000 97,500 105,000 110,000
85,000 20,000 20,000 20,000 75,000 76,000 74,000 75,000
45,000 70,000 50,000 50,000 35,000 30,000 35,000 35,000
60,000 80,000 75,000 75,000 45,000 35,000 35,000 35,000
60,000 90,000 75,000 75,000 50,000 40,000 35,000 35,000
60,000 90,000 75,000 75,000 55,000 40,000 40,000 41,000
60,000 90,000 75,000 75,000 50,000 45,000 40,000 41,000
60,000 90,000 60,000 60,000 55,000 45,000 35,000 35,000
60,000 100,000 60,000 60,000 55,000 45,000 45,000 45,000
60,000 70,000 50,000 50,000 45,000 45,000 35,000 35,000
45,000 100,000 50,000 50,000 50,000 50,000 40,000 40,000
70,000 85,000 50,000 50,000 50,000 50,000 46,000 45,000
85,000 120,000 120,000 120,000 55,000 50,000 46,000 45,000
95,000 130,000 125,000 125,000 50,000 50,000 46,000 45,000
6,000 5,000 5,000 5,000 5,000 5,000 5,000 5,000
38,500 40,000 40,000 40,000 45,000 45,000 45,000 45,000
75,000 70,000 70,000 70,000 50,000 50,000 50,000 50,000
85,000 85,000 85,000 85,000 55,000 55,000 55,000 55,000
12,500 15,000 15,000 15,000 13,000 13,000 13,000 13,000
25,000 20,000 25,000 25,000 24,250 24,000 24,500 15,000
85,000 85,000 85,000 85,000 167,000 80,000 81,000 80,000
2,500 3,000 2,500 2,500 1,000 1,000 1,000 1,000
2,500 3,000 2,500 2,500 1,000 1,000 1,000 1,000
7,000 7,500 6,000 6,000 30,000 5,500 5,500 6,000
65,000 55,000 60,000 60,000 50,000 40,000 40,500 47,500
25,000 30,000 30,000 30,000 15,000 15,000 15,000 15,000
35,000 25,000 30,000 30,000 22,250 22,500 22,500 20,000
u v w x y z
KPKNL TasKPKNL Pur KPKNL PurKPKNL PurKPKNL BekKPKNL Bekasi
21 22 23 24 25 26
Ket
150,000 300,000 310,000 300,000 289,800 175,600
27,000 27,000 30,000 27,000 24,400 20,600
85,000 42,000 46,000 42,000 42,400 40,900
3,000 1,700 1,950 3,000 2,500 3,000
3,000 1,700 1,900 1,500 2,500 2,800
34,000 40,000 44,000 27,000 38,000 40,100
### 1,800,000 1,900,000 1,900,000 ### 1,784,700
### 1,600,000 1,700,000 1,650,000 ### 1,236,000
6,500 8,000 7,700 6,000 11,900 13,700
2,500 700 700 2,000 1,600 1,600
1,000 1,000 1,000 1,000 900 1,100
500 700 850 500 300 300
81,000 170,000 185,000 170,000 173,800 146,000
103,000 180,000 200,000 132,500 194,800 153,100
107,000 180,000 170,500 170,000 184,600 173,500
96,000 65,000 60,500 75,000 81,500 86,900
15,000 28,500 30,000 22,000 17,400 19,000
4,600 3,000 2,500 3,000 2,100 2,100
500 600 650 1,500 400 400
2,000 2,000 1,250 3,500 2,800 3,300
11,500 10,000 9,500 9,000 8,200 8,200
17,500 12,500 13,200 13,000 8,700 8,700
44,000 70,000 77,000 55,000 56,500 54,100
61,000 32,500 35,750 40,000 28,300 29,100
13,000 13,000 13,750 15,000 9,800 9,300
15,000 12,000 12,000 12,000 9,500 8,700
13,000 11,000 13,500 12,000 10,400 7,700
285,000 37,000 41,250 34,800 34,800 37,400
550,000 600,000 670,000 600,000 607,800 583,700
625,000 700,000 743,000 615,000 662,200 641,200
29,000 36,500 38,500 8,000 35,800 37,900
41,000 40,000 45,000 30,000 40,200 41,600
56,000 65,500 71,500 40,000 65,100 64,900
Kota Banjar
Kabupaten
Purwakarta
Kabupaten Subang
Kabupaten
Karawang
Kabupaten Bekasi
Kota Bekasi
71,000 75,000 82,500 50,000 76,100 77,300
45,000 150,000 160,000 32,000 162,800 99,100
41,000 40,000 45,000 37,000 35,200 35,100
22,000 17,000 18,200 20,000 18,500 19,400
20,000 13,000 14,000 15,000 9,800 9,200
32,000 15,000 15,000 16,000 14,200 14,100
37,000 40,000 43,500 45,000 40,200 39,700
10,000 10,000 9,000 8,700 8,700 8,200
4,700 8,000 8,500 5,700 5,700 6,300
95,000 130,000 138,000 120,000 59,700 58,400
14,000 21,000 25,000 16,000 19,100 16,500
6,000 13,000 14,500 8,000 8,700 8,300
5,500 13,000 14,000 15,000 10,900 10,600
8,000 33,500 37,000 35,000 19,300 16,400
5,700 5,000 3,500 4,000 6,500 6,700
4,700 7,000 6,700 4,100 4,100 4,100
5,000 6,500 6,700 12,000 11,900 13,100
5,500 7,500 8,500 5,500 6,400 6,200
10,000 32,500 35,700 10,300 28,300 27,700
125,000 79,000 86,500 57,000 80,400 89,500
1,200 2,500 1,300 950 1,900 1,900
2,500 2,500 1,400 3,800 3,800 3,900
140,000 158,000 181,500 165,000 162,400 179,600
170,000 190,000 204,600 175,000 177,400 179,200
51,000 47,000 51,200 45,000 92,000 79,200
65,000 45,000 48,000 50,000 50,700 57,000
11,000 52,000 58,100 35,000 17,400 17,800
3,000 7,000 7,100 6,000 2,800 2,600
4,500 5,000 3,600 8,000 3,600 3,700
4,500 5,000 7,500 8,000 3,100 3,400
4,500 6,000 6,100 9,500 4,200 4,600
5,500 17,000 17,000 14,200 14,200 14,600
8,500 30,000 33,000 30,400 30,400 32,000
55,000 68,000 75,300 80,000 65,700 72,100
34,000 17,500 18,800 17,000 17,400 16,400
12,000 10,000 12,000 10,000 9,300 9,000
19,000 17,000 18,100 20,000 13,100 11,800
15,000 24,000 26,000 15,000 11,900 10,900
22,000 21,000 23,500 18,000 14,700 15,100
11,000 17,000 19,000 17,000 16,400 15,300
### 4,000,000 4,345,000 4,550,000 ### 3,152,400
### 2,900,000 3,234,000 3,400,000 ### 2,513,500
### 2,350,000 2,585,000 2,600,000 ### 1,734,000
### 2,100,000 2,100,000 1,900,000 ### 867,700
42,000 65,000 57,500 35,000 43,500 49,900
38,000 42,000 45,000 35,000 32,600 38,300
34,000 30,000 35,000 45,000 46,100 45,200
29,000 30,000 32,000 40,000 32,600 30,900
160,000 258,000 281,200 175,000 597,000 542,700
2,500 8,000 7,800 6,500 5,500 5,500
1,000 700 700 500 600 600
120,000 128,000 148,500 132,500 132,500 136,100
12,500 14,000 13,500 12,500 17,400 19,300
10,000 16,000 15,500 8,000 9,800 10,000
6,000 7,000 8,500 5,000 5,700 6,300
10,000 27,000 28,600 15,000 27,200 26,200
17,000 14,000 15,500 17,000 67,900 65,100
21,000 39,000 42,500 19,000 51,100 53,000
12,000 15,000 15,500 15,000 17,400 17,800
16,000 22,000 23,500 17,000 28,300 28,800
18,000 33,000 36,000 27,000 39,100 40,200
155,000 210,000 226,000 415,000 205,200 212,700
268,000 210,000 253,000 335,000 217,200 233,700
9,000 40,000 41,000 26,500 28,300 29,500
10,000 15,000 13,300 8,800 28,300 29,900
25,000 23,000 23,000 25,000 39,600 39,300
80,000 86,000 97,000 86,000 86,900 77,300
166,000 250,000 260,000 195,000 161,700 170,200
180,000 248,000 280,500 248,000 236,700 258,500
110,000 128,000 148,000 145,000 123,300 136,800
12,000 15,000 16,000 14,000 8,900 9,500
12,000 15,000 16,500 14,000 8,900 9,500
20,000 27,500 30,500 20,000 16,700 16,700
16,000 17,500 19,000 18,000 11,400 11,800
153,000 86,000 95,100 86,900 86,900 103,400
115,000 200,000 202,000 160,000 173,800 178,200
85,000 110,000 133,000 120,000 124,500 137,100
33,000 30,000 34,000 27,000 34,800 36,600
37,000 63,000 70,500 56,500 56,500 58,500
220,000 635,000 702,000 542,700 542,700 516,900
300,000 800,000 880,000 759,700 759,700 729,800
175,000 370,000 463,000 385,300 385,300 395,800
6,000 7,000 6,100 6,000 4,400 4,100
51,000 13,000 14,000 34,000 13,100 12,800
5,000 12,500 12,650 12,500 9,800 10,000
20,000 26,500 30,000 26,500 25,000 25,700
13,000 16,500 17,200 15,000 15,200 14,600
18,000 22,000 23,500 21,000 21,800 20,600
12,000 27,000 30,100 24,000 42,300 41,100
16,000 35,000 38,100 29,500 48,900 47,600
31,000 60,000 64,500 53,000 59,700 60,700
50,000 100,000 104,000 105,500 80,900 90,600
100,000 150,000 165,300 170,000 130,300 134,900
120,000 190,000 209,500 176,000 168,200 169,500
20,000 325,000 36,000 23,000 28,300 27,200
23,000 30,000 30,500 25,000 6,500 7,800
15,000 23,500 25,000 20,000 14,200 15,700
10,000 17,000 27,500 24,500 17,400 17,900
20,000 60,000 66,000 25,000 56,900 58,600
9,000 15,000 16,300 13,500 11,900 12,200
55,000 53,000 56,800 63,000 54,300 58,700
5,000 12,000 12,500 7,500 8,100 9,100
2,500 3,500 2,750 2,500 2,600 2,900
37,000 39,000 42,350 47,500 48,300 40,000
35,000 40,000 46,500 35,000 41,300 46,700
6,000 10,000 10,500 5,000 7,700 9,100
2,000 1,600 1,800 1,300 1,300 1,300
90,000 150,000 156,500 150,000 137,700 138,700
3,000 5,000 3,500 3,500 3,800 4,000
2,500 2,000 1,700 2,000 2,900 3,200
2,500 3,000 2,750 3,000 3,300 3,400
3,000 8,000 6,600 5,000 4,600 5,200
3,000 10,000 9,500 6,000 5,800 6,400
3,500 15,000 13,300 8,000 9,800 11,400
6,000 25,000 24,500 11,000 14,200 16,100
10,000 18,000 17,600 19,000 17,400 20,700
15,000 25,000 25,500 32,000 22,900 26,500
65,000 66,000 72,700 40,000 67,400 72,100
8,000 15,000 15,000 15,500 11,900 13,600
19,000 30,000 32,000 122,500 29,400 35,900
40,000 30,000 30,000 75,000 29,400 34,100
26,000 22,500 25,000 40,000 18,500 21,700
33,000 25,000 26,000 50,000 23,900 29,800
2,300 20,000 20,000 1,000 1,700 2,300
40,000 107,000 122,000 108,700 108,700 127,800
25,000 17,500 17,100 14,800 14,800 16,400
35,000 110,000 112,000 103,100 103,100 129,900
25,000 37,000 41,500 38,000 38,000 24,800
102,000 200,000 203,900 173,800 173,800 177,400
125,000 200,000 205,150 195,400 195,400 210,000
159,000 300,000 315,000 293,000 293,000 298,500
32,000 75,000 74,250 70,000 81,500 91,300
140,000 157,000 169,500 135,000 141,200 147,900
53,000 60,000 74,800 53,000 59,100 56,100
68,000 100,000 94,600 69,500 76,100 71,300
97,000 120,000 126,500 103,000 103,100 124,700
75,000 37,000 40,700 165,000 40,100 91,000
Ukuran
30,000 46,500 35,000 40,000 43,200 61,800 8 Jam Kerja
40,000 54,000 50,000 50,000 50,200 55,500 "
40,000 54,000 57,000 45,000 55,200 56,700 "
45,000 57,000 58,500 55,000 69,000 60,600 "
45,000 54,000 58,500 45,000 65,000 56,700 "
45,000 54,000 57,000 45,000 69,000 72,100 "
45,000 57,000 58,500 65,000 75,400 77,300 "
45,000 54,000 57,000 58,000 59,100 60,700 "
45,000 45,000 60,500 45,000 69,000 61,700 "
45,000 50,000 60,000 45,000 81,800 67,000 "
50,000 61,500 65,000 60,000 86,300 82,200 "
50,000 70,000 58,500 75,000 96,800 103,000 "
5,000 4,000 4,000 6,000 4,300 6,100
45,000 15,000 15,000 35,000 37,700 61,800
50,000 20,000 20,000 45,000 37,700 72,100
55,000 3,000 3,000 50,000 37,700 82,400
13,000 10,000 10,000 10,000 15,400 46,400
15,000 36,000 36,000 36,300 36,300 40,000
80,000 115,000 115,000 116,700 116,700 154,500 37,50M3/hari
1,000 1,600 1,600 1,600 1,600 1,500
1,000 800 800 800 800 1,300
5,500 5,000 5,000 24,500 3,800 4,100
47,500 38,400 38,500 38,500 86,300 85,100
15,000 20,000 20,000 20,000 96,800 90,000
20,000 12,500 14,000 14,000 14,400 15,000
Kap.Prod Alat
Saluran Air + Kolam lumpur Lakbok
No Uraian Satuan Hitungan
1 Timbunan Tanah m3
2 Pemadatan m2
3 Galian tanah alat berat m3
4 Galian tanah dengan man power m3
5 Pembetonan m3
SUB TOTAL
BIAYA PENDAHULUAN
INDIRECT COST
NILAI BANGUNAN SEBELUM PENYUSUTAN
PENYUSUTAN FISIK 0.00% 0.00%
PENYUSUTAN FUNGSI 0.00% 0.00%
TOTAL PENYUSUTAN 0.00% 0.00%
NILAI BANGUNAN SETELAH PENYUSUTAN
PEMBULATAN
Asumsi Tinggi Jagaan Panjang Tambahan Tanah Atas (b)Saluran Primer 40-50 cm 3-5 mSaluran Sekunder 30-40 cm 2-3 mSaluran Tersier 20-30 cm 1-2 m
Hitungan Volume Harga Satuan Jumlah
51,770.25 8,750.00 452,989,687.50
106,208.50 3,950.00 419,523,575.00
23,740.06 33,253.00 789428298
1,883.96 27,375.00 51573300
1,883.96 2,449,861.03 4,615,430,805.27
6,328,945,666.37
10.00% 632,894,566.64
20.00% 1,392,368,046.60
8,354,208,279.61
-
8,354,208,279.61
8,354,208,000.00
Panjang Tambahan Tanah Atas (b) Panjang Plesteran Tanah Atas (c) Panjang Plesteran Tanah Atas (c')3-5 m 30 cm 30 cm2-3 m 20 cm 20 cm1-2 m 10 cm 10 cm
Timbunan cari pemadatanI I IIpanjang bawah 33.2 1 3,059.0 1 7,992 panjang atas 22.7 2 2,964.0 2 7,807 tinggi 5.25 3 2,869.0 3 7,622 panjang 95 4 2,774.0 4 7,437
13,940 5 2,679.0 5 7,252 6 2,584.0 6 7,067
II 7 2,489.0 7 6,882 panjang bawah 44.2 8 2,394.0 8 6,697 panjang atas 33.7 9 2,299.0 9 6,512 tinggi 5.25 ### 2,204.0 ### 6,327 panjang 185 ### 2,156.5 ### 6,142
37,830 Total 28,471.5 77,737 Total I & II 106,208.5
Panjang Plesteran Tanah Atas (c')30 cm20 cm10 cm
Galian Alat Berat PlesteranI I=((2,2*5)+(((2,2+5+2,2+(0,3*4))+(5,2 950 4,611
II II=((2,2*16)+(((2,2+16+2,5+(0,3*4))+(5 4,055 19,129
III yg 5-9 10.2703sisi miring 17.1172 75.3159tinggi 2.2 119
204.586Total I & II 23,740 IV yg 9-16 2.96985
sisi miring 4.94975 21.7789tinggi 2.2 43.75
68.4987
Total I - IV 5,278
Galian Man PowerI 319.20
II 1,095.57
III yg 5-9 353.32
IV yg 9-16115.86
Total I - IV 1,883.96