Analisa Kuningan 2016
Analisa Kuningan 2016
Analisa Kuningan 2016
JENIS BAHAN
SATUAN
HARGA BAHAN
Rp.
m3
m3
m3
m3
m3
m3
m3
m3
m3
m2
bh
m2
m2
m2
m1
m2
zak
kg
kg
kg
70,000.00
150,000.00
240,000.00
250,000.00
250,000.00
250,000.00
250,000.00
250,000.00
175,000.00
80,000.00
500.00
25,000.00
28,000.00
30,000.00
30,000.00
15,000.00
40,000.00
3,500.00
3,500.00
8,000.00
kg
kg
bh
bh
bh
5 ltr
bh
bks
ltr
kg
kg
ltr
ltr
lbr
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
18,000.00
5,100.00
15,000.00
5,000.00
5,000.00
12,000.00
7,500.00
1,000.00
2,500.00
6,000.00
21,500.00
2,000.00
18,000.00
2,500.00
9,500.00
6,000.00
20,000.00
60,000.00
24,000.00
60,000.00
45,000.00
130,000.00
8,500.00
14,000.00
m3
m3
m3
m3
310,000.00
1,700,000.00
1,700,000.00
1,700,000.00
BAHAN FINISHING :
LABURAN , PENGISI DAN ALATNYA
Plamir Tembok Ex. Paragon
Cat Tembok Sanlex
Rool Cat Tembok
Kape Tembok
Kape Kayu
Soligneum 1 Blek
Kwas 3 "
Otem (Pewarna Plitur)
Spirtus
Bahan Plitur Kripik (Sirlak India)
Dempul Halus/ Infra (Wood Filler)/Impra
Terpentin
Tiner
Ampelas
NO
JENIS BAHAN
SATUAN
HARGA BAHAN
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
bt
bt
m1
m1
m1
m1
m3
Rp.
1,700,000.00
1,250,000.00
3,600,000.00
2,100,000.00
2,100,000.00
1,600,000.00
1,600,000.00
2,100,000.00
2,100,000.00
5,500,000.00
5,500,000.00
7,000,000.00
7,000.00
11,500.00
1,000.00
2,750.00
1,500.00
3,000.00
1,650,000.00
lbr
lbr
btng
btng
lbr
42,500.00
38,000.00
18,000.00
27,000.00
75,000.00
lbr
lbr
lbr
lbr
lbr
lbr
lbr
33,000.00
39,000.00
42,000.00
112,500.00
236,250.00
75,000.00
69,000.00
m2
m2
m2
m2
kg
45,000.00
48,000.00
46,000.00
89,000.00
60,000.00
m'
m'
m'
m'
20,000.00
30,000.00
45,000.00
60,000.00
kg
m1
m1
kg
kg
kg
kg
kg
kg
14,000.00
132,000.00
612,500.00
14,000.00
14,000.00
14,000.00
14,000.00
14,000.00
19,500.00
NO
JENIS BAHAN
Kawat Duri
Seng plat BJLS 28 ( lebar = 90 cm )
Seng Glb BJLS 28
Ram kawat
SATUAN
HARGA BAHAN
Rp.
kg
m1
lbr
m2
12,500.00
35,000.00
20,500.00
35,000.00
Cermin
m2
m2
m2
57,000.00
65,000.00
89,000.00
kg
bh
15,000.00
6,000.00
bt
17,000.00
bt
23,000.00
bt
25,000.00
bt
43,000.00
bt
60,000.00
bt
75,000.00
bt
140,000.00
bt
230,000.00
m1
30,000.00
BAHAN KACA
Kaca polos 3 mm (ASAHI)
Kaca polos 5 mm (ASAHI)
BAHAN PERPIPAAN
bh
75,000.00
bh
125,000.00
bh
85,000.00
Floor drain
bh
20,000.00
bh
350,000.00
unit
125,000.00
unit
1,050,000.00
bh
37,300.00
shower
unit
250,000.00
kichensink
unit
250,000.00
bh
1,000.00
Wuwung Genteng
bh
18,500.00
bh
2,000.00
bh
4,000.00
m2
58,685.00
BAHAN ELEKTRIKAL
Saklar Broko Tunggal Standard (1Phase)
Saklar Broko Seri Standard (1 Phase)
Stop Kontak Broko Standard (1 Phase)
Lampu Neon TL Philip 1 X 36 W Type TKI
Pentanahan Penangkal Petir lengkap bak kontrol
pipa kabel
Kabel NYY 2 X 2,5 mm Prima
Kabel NYY 3 X 2,5 mm Prima
bh
bh
bh
bh
ttk
bt
m1
M1
16,000.00
16,000.00
9,000.00
17,500.00
900,000.00
8,000.00
4,000.00
5,000.00
NO
JENIS BAHAN
SATUAN
HARGA BAHAN
Rp.
bh
bh
bh
bh
bh
bh
bh
75,000.00
75,000.00
30,000.00
15,000.00
6,000.00
4,000.00
65,000.00
unit
650,000.00
bh
bh
bh
1,200,000.00
1,900,000.00
125,000.00
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
II
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
PEKERJAAN TANAH
1 1 m3 Mengerjakan Galian Tanah Biasa Sedalam 1 meter
44,625.00
44,625.00
Tenaga
Pekerja
0.7500
OH
Mandor
0.0250
OH
59,500.00
44,625.00
53,550.00
53,550.00
Tenaga
Pekerja
0.9000
OH
Mandor
0.0450
OH
59,500.00
53,550.00
62,475.00
62,475.00
Tenaga
Pekerja
1.0500
OH
Mandor
0.0670
OH
59,500.00
62,475.00
59,500.00
59,500.00
Tenaga
Pekerja
1.0000
OH
Mandor
0.0320
OH
59,500.00
59,500.00
89,250.00
89,250.00
Tenaga
Pekerja
1.5000
OH
Mandor
0.0600
OH
59,500.00
89,250.00
71,400.00
71,400.00
Tenaga
Pekerja
1.2000
OH
Mandor
0.0450
OH
59,500.00
71,400.00
2,975.00
2,975.00
Tenaga
Pekerja
0.0500
OH
Mandor
0.0050
OH
59,500.00
2,975.00
19,635.00
19,635.00
Tenaga
Pekerja
0.3300
OH
Mandor
0.0100
OH
59,500.00
19,635.00
14,875.00
14,875.00
Cat. Mengurug Kembali 1 m3 Galian Tanah dihitung dari 1/3 kali indeks Pekerjaan Galian Tanah
1 m3 Urugan Tanah Kembali Galian Tanah Biasa Maksimal keadalaman 1 m'
Tenaga
Pekerja
0.2500
OH
Mandor
0.0083
OH
59,500.00
14,875.00
29,750.00
29,750.00
Tenaga
Pekerja
0.5000
OH
Mandor
0.0500
OH
59,500.00
-
29,750.00
-
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
118,800.00
17,850.00
136,650.00
Bahan
Pasir Urug
1.2000
m3
Pekerja
0.3000
OH
Mandor
0.0100
OH
99,000.00
118,800.00
Tenaga
59,500.00
-
17,850.00
-
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
75,600.00
17,850.00
93,450.00
Bahan
Tanah urug
1.2000
m3
Pekerja
0.3000
OH
Mandor
0.0100
OH
63,000.00
75,600.00
Tenaga
59,500.00
17,850.00
129,600.00
14,875.00
144,475.00
Bahan
Sirtu
1.2000
m3
Pekerja
0.2500
OH
Mandor
0.0250
OH
108,000.00
129,600.00
Tenaga
III
59,500.00
14,875.00
PEKERJAAN PONDASI
282,768.00
75,660.00
358,428.00
Bahan
Batu Belah 15 cm/ 20 cm
1.2000
m3
200,000.00
240,000.00
Pasir urug
0.4320
m3
99,000.00
42,768.00
Pekerja
0.7800
OH
59,500.00
46,410.00
Tukang batu
0.3900
OH
67,000.00
26,130.00
Kepala tukang
0.0390
OH
80,000.00
3,120.00
Mandor
0.0390
OH
Tenaga
639,030.00
145,500.00
784,530.00
Bahan
Batu Belah 15 cm/ 20 cm
m3
200,000.00
240,000.00
Kg
1,500.00
303,000.00
0.4850
m3
198,000.00
96,030.00
Pekerja
1.5000
OH
59,500.00
89,250.00
Tukang Batu
0.7500
OH
67,000.00
50,250.00
Kepala Tukang
0.0750
OH
80,000.00
6,000.00
Mandor
0.0750
OH
Semen Portland
Pasir Pasang
1.2000
###
Tenaga
551,712.00
145,500.00
697,212.00
Bahan
Batu Belah 15 cm/ 20 cm
m3
200,000.00
240,000.00
Kg
1,500.00
204,000.00
0.5440
m3
198,000.00
107,712.00
Pekerja
1.5000
OH
59,500.00
89,250.00
Tukang Batu
0.7500
OH
67,000.00
50,250.00
Kepala Tukang
0.0750
OH
80,000.00
6,000.00
Mandor
0.0750
OH
Semen Portland
Pasir Pasang
1.2000
###
Tenaga
### 242,250.00
2,645,430.00
Bahan
Batu Belah 15 cm/ 20 cm
Semen Portland
0.4800
###
m3
200,000.00
96,000.00
Kg
1,500.00
291,000.00
Pasir Beton
0.3120
m3
270,000.00
84,240.00
Kerikil
0.4680
m3
405,000.00
189,540.00
kg
13,500.00
1,701,000.00
kg
23,000.00
41,400.00
Besi Beton
Kawat Beton
###
1.8000
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
Tenaga
Pekerja
3.0000
OH
59,500.00
178,500.00
Tukang Batu
0.8500
OH
67,000.00
56,950.00
Kepala Tukang
0.0850
OH
80,000.00
6,800.00
Mandor
0.1700
OH
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
654,780.00
202,800.00
857,580.00
Bahan
Batu Belah 15 cm/ 20 cm
Semen Portland
0.4500
###
m3
200,000.00
90,000.00
Kg
1,500.00
291,000.00
Pasir Beton
0.3120
m3
270,000.00
84,240.00
Kerikil
0.4680
m3
405,000.00
189,540.00
Pekerja
2.4000
OH
59,500.00
142,800.00
Tukang Batu
0.8000
OH
67,000.00
53,600.00
Kepala Tukang
0.0800
OH
80,000.00
6,400.00
Mandor
0.1190
OH
Tenaga
IV
PEKERJAAN DINDING
19 1 m2 Pasangan dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campura 78,475.00
25,350.00
103,825.00
Bahan
Bata merah
70.0000
bh
700.00
49,000.00
Semen Portland
14.3700
Kg
1,500.00
21,555.00
0.0400
m3
198,000.00
7,920.00
Pekerja
0.3000
OH
59,500.00
17,850.00
Tukang Batu
0.1000
OH
67,000.00
6,700.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0150
OH
Pasir Pasang
Tenaga
20 1 m2 Pasangan dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campura 72,430.00
25,350.00
97,780.00
Bahan
Bata merah
70.0000
bh
700.00
49,000.00
Semen Portland
9.6800
Kg
1,500.00
14,520.00
Pasir Pasang
0.0450
m3
198,000.00
8,910.00
Pekerja
0.3000
OH
59,500.00
17,850.00
Tukang Batu
0.1000
OH
67,000.00
6,700.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0150
OH
Tenaga
21 1 m2 Pasangan dinding terawang (roster) ukuran (12 x 11 x 24) cm, campuran sp 162,336.00
25,350.00
187,686.00
Bahan
Terawang (roster)
30.0000
bh
4,500.00
135,000.00
Semen Portland
14.0000
Kg
1,500.00
21,000.00
0.0320
m3
198,000.00
6,336.00
Pekerja
0.3000
OH
59,500.00
17,850.00
Tukang Batu
0.1000
OH
67,000.00
6,700.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0150
OH
Pasir Pasang
Tenaga
22 1 m2 Pasangan dinding terawang (roster) ukuran (12 x 11 x 24) cm, campuran spe 158,430.00
25,350.00
183,780.00
Bahan
Terawang (roster)
30.0000
bh
4,500.00
135,000.00
Semen Portland
11.0000
Kg
1,500.00
16,500.00
0.0350
m3
198,000.00
6,930.00
Pekerja
0.3000
OH
59,500.00
17,850.00
Tukang Batu
0.1000
OH
67,000.00
6,700.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0150
OH
Pasir Pasang
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
16,218.00
29,100.00
PEKERJAAN PELESTERAN
45,318.00
Bahan
Semen Portland
7.7760
Kg
1,500.00
11,664.00
Pasir Pasang
0.0230
m3
198,000.00
4,554.00
Pekerja
0.3000
OH
59,500.00
17,850.00
Tukang Batu
0.1500
OH
67,000.00
10,050.00
Kepala Tukang
0.0150
OH
80,000.00
1,200.00
Mandor
0.0150
OH
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
12,924.00
29,100.00
42,024.00
Bahan
Semen Portland
5.1840
Kg
1,500.00
7,776.00
Pasir Pasang
0.0260
m3
198,000.00
5,148.00
Pekerja
0.3000
OH
59,500.00
17,850.00
Tukang Batu
0.1500
OH
67,000.00
10,050.00
Kepala Tukang
0.0150
OH
80,000.00
1,200.00
Mandor
0.0150
OH
Tenaga
21,690.00
30,470.00
52,160.00
Bahan
Semen Portland
10.3680
Kg
1,500.00
15,552.00
0.0310
m3
198,000.00
6,138.00
Pekerja
0.2600
OH
59,500.00
15,470.00
Tukang Batu
0.2000
OH
67,000.00
13,400.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0130
OH
Pasir Pasang
Tenaga
17,298.00
38,800.00
56,098.00
Bahan
Semen Portland
6.9120
Kg
1,500.00
10,368.00
Pasir Pasang
0.0350
m3
198,000.00
6,930.00
Pekerja
0.4000
OH
59,500.00
23,800.00
Tukang Batu
0.2000
OH
67,000.00
13,400.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0220
OH
Tenaga
12,924.00
14,550.00
27,474.00
Bahan
Semen Portland
5.1840
Kg
1,500.00
7,776.00
Pasir Pasang
0.0260
m3
198,000.00
5,148.00
Pekerja
0.1500
OH
59,500.00
8,925.00
Tukang Batu
0.0750
OH
67,000.00
5,025.00
Kepala Tukang
0.0075
OH
80,000.00
600.00
Mandor
0.0075
OH
Tenaga
3,324.00
34,760.00
38,084.00
Bahan
Semen Portland
0.5000
Kg
1,500.00
750.00
Pasir Pasang
0.0130
m3
198,000.00
2,574.00
Pekerja
0.0800
OH
59,500.00
4,760.00
Tukang Batu
0.4000
OH
67,000.00
26,800.00
Kepala Tukang
0.0400
OH
80,000.00
3,200.00
Mandor
0.0040
OH
Tenaga
29 1 m2 Pelesteran Ciprat 1 Pc : 2 Ps
7,668.00
25,350.00
33,018.00
Bahan
Semen Portland
4.3200
Kg
1,500.00
6,480.00
Pasir Pasang
0.0060
m3
198,000.00
1,188.00
Pekerja
0.3000
OH
59,500.00
17,850.00
Tukang Batu
0.1000
OH
67,000.00
6,700.00
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Kepala Tukang
0.0100
OH
Mandor
0.0150
OH
HARGA
SATUAN
UPAH
Rp.
F
80,000.00
-
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
800.00
-
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
4,662.00
14,550.00
19,212.00
Bahan
Semen Portland
3.1080
Kg
1,500.00
4,662.00
Pekerja
0.1500
OH
59,500.00
8,925.00
Tukang Batu
0.0750
OH
67,000.00
5,025.00
Kepala Tukang
0.0075
OH
80,000.00
600.00
Mandor
0.0075
OH
Tenaga
2,400.00
6,790.00
9,190.00
Bahan
Semen Portland
1.6000
Kg
1,500.00
2,400.00
Pekerja
0.0700
OH
59,500.00
4,165.00
Tukang Batu
0.0350
OH
67,000.00
2,345.00
Kepala Tukang
0.0035
OH
80,000.00
280.00
Mandor
0.0035
OH
Tenaga
32 1 m2 Acian
4,875.00
19,400.00
24,275.00
Bahan
Semen Portland
3.2500
Kg
1,500.00
4,875.00
Pekerja
0.2000
OH
59,500.00
11,900.00
Tukang Batu
0.1000
OH
67,000.00
6,700.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0100
OH
Tenaga
VI
PEKERJAAN KAYU
33 1m3 Pasang Kusen Pintu dan Jendela, Kayu Kelas II Atau Kelas III
###
### 6,014,750.00
Bahan
Kayu Balok Kelas II Atau Kelas III
1.2000
m3
Paku 10 Cm
1.2500
Kg
15,000.00
###
4,200,000.00
18,750.00
Lem Kayu
1.0000
Kg
35,000.00
35,000.00
Tenaga
Pekerja
6.0000
OH
59,500.00
18.0000
OH
70,000.00
Kepala Tukang
1.8000
OH
80,000.00
Mandor
0.3000
OH
Tukang Kayu
357,000.00
###
144,000.00
###
### 9,650,750.00
Bahan
Kayu Balok Kayu Lanan
1.2000
m3
Paku 10 Cm
1.2500
Kg
15,000.00
###
7,836,000.00
18,750.00
Lem Kayu
1.0000
Kg
35,000.00
35,000.00
Tenaga
Pekerja
6.0000
OH
59,500.00
18.0000
OH
70,000.00
Kepala Tukang
1.8000
OH
80,000.00
Mandor
0.3000
OH
Tukang Kayu
357,000.00
###
144,000.00
299,740.00
293,500.00
593,240.00
Bahan
Papan Kayu Lanan
0.0400
m3
Lem Kayu
0.5000
Kg
1.0000
OH
###
282,240.00
35,000.00
17,500.00
Tenaga
Pekerja
59,500.00
59,500.00
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
Tukang Kayu
3.0000
OH
70,000.00
210,000.00
Kepala Tukang
0.3000
OH
80,000.00
24,000.00
Mandor
0.0500
OH
TOTAL
HARGA
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
179,844.00
234,800.00
414,644.00
Bahan
Papan Kayu Lanan
0.0240
m3
Lem Kayu
0.3000
Kg
###
169,344.00
Pekerja
0.8000
OH
59,500.00
47,600.00
Tukang Kayu
2.4000
OH
70,000.00
168,000.00
Kepala Tukang
0.2400
OH
80,000.00
19,200.00
Mandor
0.0400
OH
35,000.00
10,500.00
Tenaga
37 1m2 Pasang Pintu Kayu Lapis (Plywood) rangkap, rangka tertutup kayu borneo (l
278,220.00
205,450.00
483,670.00
Bahan
Papan Kayu Borneo
0.0250
m3
0.0300
Kg
24,000.00
###
143,000.00
720.00
Lem Kayu
0.5000
Kg
35,000.00
17,500.00
1.0000
lbr
117,000.00
117,000.00
Pekerja
0.7000
OH
59,500.00
41,650.00
Tukang Kayu
2.1000
OH
70,000.00
147,000.00
Kepala Tukang
0.2100
OH
80,000.00
16,800.00
Mandor
0.0350
OH
Tenaga
38 1m2 Pasang Pintu Kayu Lapis (Plywood) rangkap, rangka tertutup kayu lanan (le
311,620.00
205,450.00
517,070.00
Bahan
Papan Kayu Lanan
0.0250
m3
0.0300
Kg
24,000.00
###
176,400.00
720.00
Lem Kayu
0.5000
Kg
35,000.00
17,500.00
1.0000
lbr
117,000.00
117,000.00
Pekerja
0.7000
OH
59,500.00
41,650.00
Tukang Kayu
2.1000
OH
70,000.00
147,000.00
Kepala Tukang
0.2100
OH
80,000.00
16,800.00
Mandor
0.0350
OH
Tenaga
39 1m2 Pasang Pintu Kayu Lapis (Plywood) rangkap, rangka tertutup kayu lokal (leb 212,720.00
205,450.00
418,170.00
Bahan
Papan Kayu lokal
0.0250
m3
0.0300
Kg
24,000.00
###
77,500.00
720.00
Lem Kayu
0.5000
Kg
35,000.00
17,500.00
1.0000
lbr
117,000.00
117,000.00
Pekerja
0.7000
OH
59,500.00
41,650.00
Tukang Kayu
2.1000
OH
70,000.00
147,000.00
Kepala Tukang
0.2100
OH
80,000.00
16,800.00
Mandor
0.0350
OH
Tenaga
40 1m2 Pasang Pintu Kayu Lapis (Plywood) rangkap, rangka tertutup kayu lokal (leb 233,153.60
205,450.00
438,603.60
Bahan
Papan Kayu lokal
0.0250
m3
0.0300
Kg
24,000.00
###
77,500.00
720.00
Lem Kayu
0.5000
Kg
35,000.00
17,500.00
1.0000
lbr
117,000.00
117,000.00
Aluminium
1.0800
lbr
18,920.00
20,433.60
Pekerja
0.7000
OH
59,500.00
41,650.00
Tukang Kayu
2.1000
OH
70,000.00
147,000.00
Kepala Tukang
0.2100
OH
80,000.00
16,800.00
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Mandor
0.0350
OH
HARGA
SATUAN
UPAH
Rp.
F
-
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
315,853.60
234,800.00
550,653.60
Bahan
Papan Kayu Lanan
0.0256
m3
0.0300
Kg
24,000.00
###
180,633.60
720.00
Lem Kayu
0.5000
Kg
35,000.00
17,500.00
1.0000
lbr
117,000.00
117,000.00
Pekerja
0.8000
OH
59,500.00
47,600.00
Tukang Kayu
2.4000
OH
70,000.00
168,000.00
Kepala Tukang
0.2400
OH
80,000.00
19,200.00
Mandor
0.0400
OH
Tenaga
281,652.00
234,800.00
516,452.00
Bahan
Papan Kayu Borneo
0.0256
m3
0.0300
Kg
24,000.00
###
146,432.00
720.00
Lem Kayu
0.5000
Ltr
35,000.00
17,500.00
1.0000
lbr
117,000.00
117,000.00
Pekerja
0.8000
OH
59,500.00
47,600.00
Tukang Kayu
2.4000
OH
70,000.00
168,000.00
Kepala Tukang
0.2400
OH
80,000.00
19,200.00
Mandor
0.0400
OH
Tenaga
307,620.00
234,800.00
542,420.00
Bahan
Papan Kayu Lanan
0.0250
m3
0.0300
Kg
24,000.00
###
176,400.00
720.00
Lem Kayu
0.3000
Kg
35,000.00
10,500.00
1.0000
lbr
120,000.00
120,000.00
Pekerja
0.8000
OH
59,500.00
47,600.00
Tukang Kayu
2.4000
OH
70,000.00
168,000.00
Kepala Tukang
0.2400
OH
80,000.00
19,200.00
Mandor
0.0400
OH
Tenaga
274,220.00
234,800.00
509,020.00
Bahan
Papan Kayu Borneo
0.0250
m3
0.0300
Kg
24,000.00
###
143,000.00
720.00
Lem Kayu
0.3000
Ltr
35,000.00
10,500.00
1.0000
lbr
120,000.00
120,000.00
Pekerja
0.8000
OH
59,500.00
47,600.00
Tukang Kayu
2.4000
OH
70,000.00
168,000.00
Kepala Tukang
0.2400
OH
80,000.00
19,200.00
Mandor
0.0400
OH
Tenaga
###
### 9,056,000.00
Bahan
Balok Kayu lanan
Besi Strip tebal 5 mm
Paku 12 cm
1.1000
m3
15.0000
Kg
41,000.00
###
7,183,000.00
615,000.00
5.6000
Kg
15,000.00
84,000.00
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
4.0000
OH
59,500.00
238,000.00
12.0000
OH
70,000.00
840,000.00
1.2000
OH
80,000.00
96,000.00
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Mandor
0.2000
OH
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
JUMLAH
UPAH
###
### 5,723,000.00
Bahan
Balok Kayu kls II
Besi Strip tebal 5 mm
Paku 12 cm
1.1000
m3
15.0000
Kg
41,000.00
###
3,850,000.00
615,000.00
5.6000
Kg
15,000.00
84,000.00
Tenaga
Pekerja
4.0000
OH
59,500.00
238,000.00
12.0000
OH
70,000.00
840,000.00
Kepala Tukang
1.2000
OH
80,000.00
96,000.00
Mandor
0.2000
OH
Tukang Kayu
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
### 704,400.00
8,547,400.00
Bahan
Balok Kayu meranti
1.1000
m3
15.0000
Kg
41,000.00
615,000.00
3.0000
Kg
15,000.00
45,000.00
Pekerja
2.4000
OH
59,500.00
142,800.00
Tukang Kayu
7.2000
OH
70,000.00
504,000.00
Kepala Tukang
0.7200
OH
80,000.00
57,600.00
Mandor
0.1200
OH
###
7,183,000.00
Tenaga
### 704,400.00
5,214,400.00
Bahan
Balok Kayu Kelas II
1.1000
m3
15.0000
Kg
41,000.00
615,000.00
3.0000
Kg
15,000.00
45,000.00
Pekerja
2.4000
OH
59,500.00
142,800.00
Tukang Kayu
7.2000
OH
70,000.00
504,000.00
Kepala Tukang
0.7200
OH
80,000.00
57,600.00
Mandor
0.1200
OH
###
3,850,000.00
Tenaga
50,940.00
13,750.00
64,690.00
Bahan
Kaso 5/7 cm Kayu Kelas II
0.0140
m3
###
36,750.00
0.0036
m3
###
10,440.00
0.2500
Kg
Pekerja
0.1000
OH
59,500.00
5,950.00
Tukang Kayu
0.1000
OH
70,000.00
7,000.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0050
OH
15,000.00
3,750.00
Tenaga
118,678.00
13,750.00
132,428.00
Bahan
Kaso 5/7 cm (Lanan)
0.0140
m3
###
91,420.00
0.0036
m3
###
23,508.00
0.2500
Kg
Pekerja
0.1000
OH
59,500.00
5,950.00
Tukang Kayu
0.1000
OH
70,000.00
7,000.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0050
OH
15,000.00
3,750.00
Tenaga
50,940.00
13,750.00
64,690.00
Bahan
Kaso 5/7 cm Kayu Kelas II
0.0140
m3
###
36,750.00
0.0036
m3
###
10,440.00
0.2500
Kg
Pekerja
0.1000
OH
59,500.00
5,950.00
Tukang Kayu
0.1000
OH
70,000.00
7,000.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0050
OH
15,000.00
3,750.00
Tenaga
###
16,500.00
1,096,950.00
Bahan
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
###
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
Kayu Lanan
0.1650
m3
0.2000
Kg
1,077,450.00
Pekerja
0.1200
OH
59,500.00
7,140.00
Tukang Kayu
0.1200
OH
70,000.00
8,400.00
Kepala Tukang
0.0120
OH
80,000.00
960.00
Mandor
0.0060
OH
15,000.00
3,000.00
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
77,704.80
21,550.00
99,254.80
Bahan
Papan Kayu Lanan
0.0108
m3
0.1000
Kg
###
76,204.80
Pekerja
0.1000
OH
59,500.00
5,950.00
Tukang Kayu
0.2000
OH
70,000.00
14,000.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0050
OH
15,000.00
1,500.00
Tenaga
78,366.00
21,550.00
99,916.00
Bahan
Papan Kayu Lanan
0.0110
m3
0.0500
Kg
###
77,616.00
Pekerja
0.1000
OH
59,500.00
5,950.00
Tukang Kayu
0.2000
OH
70,000.00
14,000.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0050
OH
15,000.00
750.00
Tenaga
34,850.00
21,550.00
56,400.00
Bahan
Papan Kayu klas II
0.0110
m3
0.0500
Kg
###
34,100.00
Pekerja
0.1000
OH
59,500.00
5,950.00
Tukang Kayu
0.2000
OH
70,000.00
14,000.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0050
OH
15,000.00
750.00
Tenaga
50,250.00
21,550.00
71,800.00
Bahan
Papan calsiplank
1.1000
btg
45,000.00
49,500.00
0.0500
Kg
15,000.00
750.00
Pekerja
0.1000
OH
59,500.00
5,950.00
Tukang Kayu
0.2000
OH
70,000.00
14,000.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0050
OH
Tenaga
57 1m2 Pasang Rangka Dinding Pemisah (60 x 120) cm Kayu Kelas II atau III
100,250.00
44,025.00
144,275.00
Bahan
Balok Kayu Kelas II atau III
0.0280
m3
0.1500
Kg
###
98,000.00
Pekerja
0.1500
OH
59,500.00
8,925.00
Tukang Kayu
0.4500
OH
70,000.00
31,500.00
Kepala Tukang
0.0450
OH
80,000.00
3,600.00
Mandor
0.0080
OH
15,000.00
2,250.00
Tenaga
58 1m2 Pasang Rangka Dinding Pemisah Kayu Lanan (60 x 120) cm Kayu Lanan
185,090.00
44,025.00
229,115.00
Bahan
Balok Kayu Lanan
0.0280
m3
0.1500
Kg
###
182,840.00
Pekerja
0.1500
OH
59,500.00
8,925.00
Tukang Kayu
0.4500
OH
70,000.00
31,500.00
15,000.00
2,250.00
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Kepala Tukang
0.0450
OH
Mandor
0.0080
OH
HARGA
SATUAN
UPAH
Rp.
F
80,000.00
-
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
3,600.00
-
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
307,890.00
44,025.00
351,915.00
Bahan
Balok Kayu Lanan (6x12) cm
0.0280
m3
0.1500
Kg
15,000.00
###
182,840.00
2,250.00
0.8600
Lbr
120,000.00
103,200.00
Lem Kayu
0.5600
Kg
35,000.00
19,600.00
Pekerja
0.1500
OH
59,500.00
8,925.00
Tukang Kayu
0.4500
OH
70,000.00
31,500.00
Kepala Tukang
0.0450
OH
80,000.00
3,600.00
Mandor
0.0750
OH
Tenaga
307,890.00
58,700.00
366,590.00
Bahan
Balok Kayu Lanan (6x12) cm
0.0280
m3
0.1500
Kg
15,000.00
###
182,840.00
2,250.00
0.8600
Lbr
120,000.00
103,200.00
Lem Kayu
0.5600
Kg
35,000.00
19,600.00
Pekerja
0.2000
OH
59,500.00
11,900.00
Tukang Kayu
0.6000
OH
70,000.00
42,000.00
Kepala Tukang
0.0600
OH
80,000.00
4,800.00
Mandor
0.0100
OH
Tenaga
VII
1,400
kg/m3
1,350
kg/m3
837,792.86
118,840.00
956,632.86
Bahan
Semen Portland
###
Kg
1,500.00
370,500.00
Pasir Beton
###
Kg
192.86
167,592.86
###
Kg
300.00
299,700.00
Air
###
Ltr
Tenaga
Pekerja
1.6500
OH
59,500.00
98,175.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Kepala Tukang
0.0280
OH
80,000.00
2,240.00
Mandor
0.0830
OH
62 1 m3 Membuat beton mutu fc = 9,8 MPa (K 125), slump (12 2) cm, w/c = 0,78
876,900.00
118,840.00
995,740.00
Bahan
Semen Portland
###
Kg
1,500.00
414,000.00
Pasir Beton
###
Kg
192.86
159,300.00
###
Kg
300.00
303,600.00
Air
###
Ltr
Tenaga
Pekerja
1.6500
OH
59,500.00
98,175.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Kepala Tukang
0.0280
OH
80,000.00
2,240.00
Mandor
0.0830
OH
63 1 m3 Membuat beton mutu fc = 12,2 MPa (K 150), slump (12 2) cm, w/c = 0,72
907,692.86
118,840.00
1,026,532.86
Bahan
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
Semen Portland
###
Kg
1,500.00
448,500.00
Pasir Beton
###
Kg
192.86
154,092.86
###
Kg
300.00
305,100.00
Air
###
Ltr
TOTAL
HARGA
Tenaga
Pekerja
1.6500
OH
59,500.00
98,175.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Kepala Tukang
0.0280
OH
80,000.00
2,240.00
Mandor
0.0830
OH
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
64 1 m3 Membuat lantai kerja beton mutu fc = 7,4 MPa (K 100), slump (3-6) cm, w/c 825,321.43
86,400.00
911,721.43
Bahan
Semen Portland
###
Kg
1,500.00
345,000.00
Pasir Beton
###
Kg
192.86
172,221.43
###
Kg
300.00
308,100.00
Air
###
Ltr
Tenaga
Pekerja
1.2000
OH
59,500.00
71,400.00
Tukang Batu
0.2000
OH
67,000.00
13,400.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0060
OH
65 1 m3 Membuat beton mutu fc = 14,5 MPa (K 175), slump (12 2) cm, w/c = 0,66
944,271.43
118,840.00
1,063,111.43
Bahan
Semen Portland
###
Kg
1,500.00
489,000.00
Pasir Beton
###
Kg
192.86
146,571.43
###
Kg
300.00
308,700.00
Air
###
Ltr
Tenaga
Pekerja
1.6500
OH
59,500.00
98,175.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Kepala Tukang
0.0280
OH
80,000.00
2,240.00
Mandor
0.0830
OH
66 1 m3 Membuat beton mutu fc = 16,9 MPa (K 200), slump (12 2) cm, w/c = 0,61
978,278.57
118,840.00
1,097,118.57
Bahan
Semen Portland
###
Kg
1,500.00
528,000.00
Pasir Beton
###
Kg
192.86
140,978.57
###
Kg
300.00
309,300.00
Air
###
Ltr
Tenaga
Pekerja
1.6500
OH
59,500.00
98,175.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Kepala Tukang
0.0280
OH
80,000.00
2,240.00
Mandor
0.0830
OH
67 1 m3 Membuat beton mutu fc = 19,3 MPa (K 225), slump (12 2) cm, w/c = 0,58
### 118,840.00
1,124,054.29
Bahan
Semen Portland
###
Kg
1,500.00
556,500.00
Pasir Beton
###
Kg
192.86
134,614.29
###
Kg
300.00
314,100.00
Air
###
Ltr
Tenaga
Pekerja
1.6500
OH
59,500.00
98,175.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Kepala Tukang
0.0280
OH
80,000.00
2,240.00
Mandor
0.0830
OH
68 1 m3 Membuat beton mutu fc = 21,7 MPa (K 250), slump (12 2) cm, w/c = 0,56
### 118,840.00
1,139,997.14
Bahan
Semen Portland
###
Kg
1,500.00
576,000.00
Pasir Beton
###
Kg
192.86
133,457.14
###
Kg
300.00
311,700.00
Air
###
Ltr
Tenaga
Pekerja
1.6500
OH
59,500.00
98,175.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Kepala Tukang
0.0280
OH
Mandor
0.0830
OH
HARGA
SATUAN
UPAH
Rp.
F
80,000.00
-
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
2,240.00
-
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
69 1 m3 Membuat beton mutu fc = 24,0 MPa (K 275), slump (12 2) cm, w/c = 0,53
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
### 118,840.00
1,167,554.29
Bahan
Semen Portland
###
Kg
1,500.00
609,000.00
Pasir Beton
###
Kg
192.86
131,914.29
###
Kg
300.00
307,800.00
Air
###
Ltr
Tenaga
Pekerja
1.6500
OH
59,500.00
98,175.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Kepala Tukang
0.0280
OH
80,000.00
2,240.00
Mandor
0.0830
OH
70 1 m3 Membuat beton mutu fc = 26,4 MPa (K 300), slump (12 2) cm, w/c = 0,52
### 118,840.00
1,175,975.71
Bahan
Semen Portland
###
Kg
1,500.00
619,500.00
Pasir Beton
###
Kg
192.86
131,335.71
###
Kg
300.00
306,300.00
Air
###
Ltr
Tenaga
Pekerja
1.6500
OH
59,500.00
98,175.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Kepala Tukang
0.0280
OH
80,000.00
2,240.00
Mandor
0.0830
OH
71 1 m3 Membuat beton mutu fc = 28,8 MPa (K 325), slump (12 2) cm, w/c = 0,49
### 151,200.00
1,240,714.29
Bahan
Semen Portland
###
Kg
1,500.00
658,500.00
Pasir Beton
###
Kg
192.86
129,214.29
###
Kg
300.00
301,800.00
Air
###
Ltr
Tenaga
Pekerja
2.1000
OH
59,500.00
124,950.00
Tukang Batu
0.3500
OH
67,000.00
23,450.00
Kepala Tukang
0.0350
OH
80,000.00
2,800.00
Mandor
0.1050
OH
72 1 m3 Membuat beton mutu fc = 31,2 MPa (K 350), slump (12 2) cm, w/c = 0,48
### 151,200.00
1,251,835.71
Bahan
Semen Portland
###
Kg
1,500.00
672,000.00
Pasir Beton
###
Kg
192.86
128,635.71
###
Kg
300.00
300,000.00
Air
###
Ltr
Tenaga
Pekerja
2.1000
OH
59,500.00
124,950.00
Tukang Batu
0.3500
OH
67,000.00
23,450.00
Kepala Tukang
0.0350
OH
80,000.00
2,800.00
Mandor
0.1050
OH
14,520.00
962.50
15,482.50
145,200.00
9,625.00
154,825.00
Bahan
Besi Beton ( Polos / Ulir )
10.5000
Kg
13,500.00
141,750.00
0.1500
Kg
23,000.00
3,450.00
Perkerja
0.0700
OH
59,500.00
4,165.00
Tukang Besi
0.0700
OH
70,000.00
4,900.00
Kepala Tukang
0.0070
OH
80,000.00
560.00
Kawat Beton
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Mandor
0.0040
OH
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
JUMLAH
UPAH
14,405.00
687.50
15,092.50
144,050.00
6,875.00
150,925.00
Bahan
Besi Beton ( Polos / Ulir )
10.5000
Kg
13,500.00
141,750.00
0.1000
Kg
23,000.00
2,300.00
Perkerja
0.0500
OH
59,500.00
2,975.00
Tukang Besi
0.0500
OH
70,000.00
3,500.00
Kepala Tukang
0.0050
OH
80,000.00
400.00
Mandor
0.0030
OH
Kawat Beton
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
34,810.00
3,397.50
38,207.50
Bahan
Jaring Kawat Beton/wiremesh dilas
1.0200
Kg
33,000.00
33,660.00
Kawat Beton
0.0500
Kg
23,000.00
1,150.00
Perkerja
0.0250
OH
59,500.00
1,487.50
Tukang Besi
0.0250
OH
70,000.00
1,750.00
Kepala Tukang
0.0020
OH
80,000.00
160.00
Mandor
0.0010
OH
Tenaga
50,800.00
51,220.00
102,020.00
Bahan
Kayu Kelas III (Papan Terentang)
0.0400
m3
Paku Biasa 5 - 10 Cm
0.3000
Kg
15,000.00
###
46,000.00
4,500.00
Minyak Bekisting
0.1000
Ltr
3,000.00
300.00
Perkerja
0.5200
OH
59,500.00
30,940.00
Tukang Kayu
0.2600
OH
70,000.00
18,200.00
Kepala Tukang
0.0260
OH
80,000.00
2,080.00
Mandor
0.0260
OH
Tenaga
56,550.00
51,220.00
107,770.00
Bahan
Kayu Kelas III (Papan Terentang)
0.0450
m3
Paku Biasa 5 - 10 Cm
0.3000
Kg
15,000.00
###
51,750.00
4,500.00
Minyak Bekisting
0.1000
Ltr
3,000.00
300.00
Perkerja
0.5200
OH
59,500.00
30,940.00
Tukang Kayu
0.2600
OH
70,000.00
18,200.00
Kepala Tukang
0.0260
OH
80,000.00
2,080.00
Mandor
0.0260
OH
Tenaga
155,250.00
65,010.00
220,260.00
Bahan
Kayu Kelas III (Papan Terentang)
0.0400
m3
Paku Biasa 5 - 12 Cm
0.4000
Kg
15,000.00
###
46,000.00
Minyak Bekisting
0.2000
Ltr
3,000.00
0.0150
m3
Plywood 9 mm
0.3500
lbr
117,000.00
40,950.00
2.0000
btg
16,000.00
32,000.00
Perkerja
0.6600
OH
59,500.00
39,270.00
Tukang Kayu
0.3300
OH
70,000.00
23,100.00
Kepala Tukang
0.0330
OH
80,000.00
2,640.00
Mandor
0.0330
OH
6,000.00
600.00
###
29,700.00
Tenaga
161,190.00
65,010.00
226,200.00
Bahan
Kayu Kelas III (Papan Terentang)
0.0400
m3
Paku Biasa 5 - 12 Cm
0.4000
Kg
15,000.00
###
46,000.00
Minyak Bekisting
0.2000
Ltr
3,000.00
0.0180
m3
Plywood 9 mm
0.3500
lbr
117,000.00
40,950.00
2.0000
btg
16,000.00
32,000.00
Perkerja
0.6600
OH
59,500.00
39,270.00
Tukang Kayu
0.3300
OH
70,000.00
23,100.00
6,000.00
600.00
###
35,640.00
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Kepala Tukang
0.0330
OH
Mandor
0.0330
OH
HARGA
SATUAN
UPAH
Rp.
F
80,000.00
-
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
2,640.00
-
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
219,250.00
64,020.00
283,270.00
Bahan
Kayu Kelas III (Papan Terentang)
0.0400
m3
Paku Biasa 5 - 12 Cm
0.4000
Kg
15,000.00
###
46,000.00
Minyak Bekisting
0.2000
Ltr
3,000.00
0.0150
m3
Plywood 9mm
0.3500
lbr
117,000.00
40,950.00
6.0000
btg
16,000.00
96,000.00
Perkerja
0.6600
OH
59,500.00
39,270.00
Tukang Batu
0.3300
OH
67,000.00
22,110.00
Kepala Tukang
0.0330
OH
80,000.00
2,640.00
Mandor
0.0330
OH
6,000.00
600.00
###
29,700.00
Tenaga
171,963.35
64,020.00
235,983.35
Bahan
Kayu Kelas III (Papan Terentang)
0.0300
m3
Paku Biasa 5 - 12 Cm
0.4000
Kg
15,000.00
###
34,500.00
Minyak Bekisting
0.2000
Ltr
3,000.00
0.0200
m3
Plywood 9mm
0.3500
lbr
117,000.00
40,950.00
3.0000
btg
16,000.00
48,000.00
4.0000
bh
578.34
2,313.35
Perkerja
0.6600
OH
59,500.00
39,270.00
Tukang Batu
0.3300
OH
67,000.00
22,110.00
Kepala Tukang
0.0330
OH
80,000.00
2,640.00
Mandor
0.0330
OH
6,000.00
600.00
###
39,600.00
Tenaga
143,600.00
64,020.00
207,620.00
Bahan
Kayu Kelas III (Papan Terentang)
0.0300
m3
Paku Biasa 5 - 12 Cm
0.4000
Kg
15,000.00
###
34,500.00
Minyak Bekisting
0.1500
Ltr
3,000.00
0.0150
m3
Plywood 9mm
0.3500
lbr
117,000.00
40,950.00
2.0000
btg
16,000.00
32,000.00
Perkerja
0.6600
OH
59,500.00
39,270.00
Tukang Batu
0.3300
OH
67,000.00
22,110.00
Kepala Tukang
0.0330
OH
80,000.00
2,640.00
Mandor
0.0330
OH
6,000.00
450.00
###
29,700.00
Tenaga
47,360.00
12,675.00
60,035.00
Bahan
Kayu Kelas III (Papan Terentang)
0.0264
m3
Paku Biasa 5 - 12 Cm
0.6000
Kg
15,000.00
###
30,360.00
9,000.00
0.5000
btg
16,000.00
8,000.00
Perkerja
0.1500
OH
59,500.00
8,925.00
Tukang Batu
0.0500
OH
67,000.00
3,350.00
Kepala Tukang
0.0050
OH
80,000.00
400.00
Mandor
0.0080
OH
Tenaga
1.0000
###
m3
944,271.43
kg
14,520.00
### 948,071.63
###
962.50
944,271.43
118,840.00
2,207,040.00
146,300.00
4,476,382.11
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
m2
28,275.00
HARGA
SATUAN
UPAH
Rp.
F
51,220.00
1.0000
###
m3
944,271.43
kg
14,520.00
m2
38,812.50
###
1.0000
###
m3
944,271.43
kg
14,520.00
m2
77,625.00
JUMLAH
UPAH
Rp.
Rp.
Rp.
H = (C X F )
I=(G+H)
376,999.06
682,931.63
###
### 5,335,864.29
118,840.00
962.50
2,236,800.19
148,272.74
65,010.00
705,681.11
###
###
TOTAL
HARGA
G=(CXE)
944,271.43
JUMLAH
BAHAN
###
### 5,913,053.93
944,271.43
118,840.00
962.50
1,873,080.00
124,162.50
65,010.00
1,552,500.00
###
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
1.0000
###
m3
944,271.43
kg
14,520.00
m2
77,625.00
1.0000
###
m3
944,271.43
kg
14,520.00
m2
77,625.00
1.0000
###
m3
944,271.43
kg
14,520.00
m2
40,297.50
1.0000
###
m3
944,271.43
kg
14,520.00
m2
40,297.50
1.0000
###
m3
944,271.43
kg
14,520.00
m2
80,595.00
2,092,815.52
138,728.30
1,397,250.00
###
1.0000
###
m3
944,271.43
kg
14,520.00
m2
80,595.00
1.0000
###
m3
944,271.43
kg
14,520.00
m2
80,595.00
962.50
2,148,530.21
142,421.51
65,010.00
1,034,997.41
866,797.83
###
###
1.0000
###
8.3333
m3
944,271.43
118,840.00
962.50
2,236,800.19
148,272.74
65,010.00
1,099,021.63
###
###
1.0000
###
10.0000
1.0000
###
12.5000
962.50
2,595,413.70
172,044.47
65,010.00
732,681.09
###
###
1.0000
###
16.6667
###
### 6,257,899.18
944,271.43
118,840.00
962.50
2,368,373.17
156,994.43
65,010.00
1,477,572.31
###
###
###
### 6,452,221.76
944,271.43
118,840.00
962.50
2,687,168.48
178,126.70
65,010.00
1,396,977.31
###
###
###
### 5,915,388.43
944,271.43
118,840.00
962.50
2,729,921.17
180,960.68
65,010.00
1,074,597.31
866,797.83
### 753,785.37
###
944,271.43
118,840.00
kg
14,520.00
962.50
1,530,408.00
101,447.50
m2
219,250.00
64,020.00
1,827,076.03
533,497.87
m3
944,271.43
### 878,390.00
###
944,271.43
118,840.00
kg
14,520.00
962.50
1,800,480.00
119,350.00
m2
219,250.00
64,020.00
2,192,500.00
640,200.00
m3
944,271.43
###
###
118,840.00
kg
14,520.00
962.50
2,138,070.00
141,728.13
109,625.00
64,020.00
1,370,312.50
800,250.00
m3
944,271.43
###
###
118,840.00
121,916.70
kg
14,520.00
962.50
1,839,200.48
109,625.00
64,020.00
1,827,086.99
5,815,641.43
### 5,918,317.73
944,271.43
m2
5,055,540.82
### 5,513,472.05
944,271.43
m2
### 5,745,249.50
118,840.00
###
944,271.43
### 6,320,204.22
944,271.43
### 5,255,858.39
118,840.00
###
944,271.43
### 5,862,085.25
962.50
Rp.
I=(G+H)
65,010.00
Rp.
H = (C X F )
118,840.00
###
TOTAL
HARGA
Rp.
944,271.43
JUMLAH
UPAH
G=(CXE)
###
###
JUMLAH
BAHAN
###
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
### 519,235.00
3,928,785.00
Bahan
Kayu Kelas III
0.2000
m3
Paku Biasa 5 - 12 Cm
1.5000
Kg
15,000.00
Minyak Bekisting
0.4000
Ltr
3,000.00
1,200.00
Kg
13,500.00
2,126,250.00
Kg
23,000.00
51,750.00
Kg
1,500.00
504,000.00
###
2.2500
###
###
230,000.00
22,500.00
Pasir Beton
0.5400
m3
270,000.00
145,800.00
Koral Beton
0.8100
m3
405,000.00
328,050.00
Perkerja
5.3000
OH
59,500.00
315,350.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Tukang Kayu
1.3000
OH
70,000.00
91,000.00
Tukang Besi
1.0500
OH
70,000.00
73,500.00
Kepala Tukang
0.2620
OH
80,000.00
20,960.00
Mandor
0.2650
OH
Tenaga
### 587,640.00
4,811,790.00
Bahan
Kayu Kelas III
0.2700
m3
Paku Biasa 5 - 12 Cm
2.0000
Kg
15,000.00
Minyak Bekisting
0.6000
Ltr
3,000.00
1,800.00
Kg
13,500.00
2,835,000.00
Kg
23,000.00
69,000.00
Kg
1,500.00
504,000.00
###
3.0000
###
###
310,500.00
30,000.00
Pasir Beton
0.5400
m3
270,000.00
145,800.00
Koral Beton
0.8100
m3
405,000.00
328,050.00
Perkerja
5.6500
OH
59,500.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Tukang Kayu
1.5600
OH
70,000.00
109,200.00
Tukang Besi
1.4000
OH
70,000.00
98,000.00
Kepala Tukang
0.3230
OH
80,000.00
25,840.00
Mandor
0.2830
OH
Tenaga
336,175.00
### 732,640.00
7,618,990.00
Bahan
Kayu Kelas III
0.4000
m3
Paku Biasa 5 - 12 Cm
4.0000
Kg
15,000.00
Minyak Bekisting
2.0000
Ltr
3,000.00
6,000.00
Kg
13,500.00
4,252,500.00
Kg
23,000.00
103,500.00
Kg
1,500.00
504,000.00
###
4.5000
###
###
460,000.00
60,000.00
Pasir Beton
0.5400
m3
270,000.00
145,800.00
Koral Beton
0.8100
m3
405,000.00
328,050.00
Kayu Kelas II
0.1500
m3
Plywood 9 mm
3.5000
lbr
117,000.00
409,500.00
20.0000
btg
16,000.00
320,000.00
Perkerja
7.0500
OH
59,500.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Tukang Kayu
1.6500
OH
70,000.00
115,500.00
Tukang Besi
2.1000
OH
70,000.00
147,000.00
Kepala Tukang
0.4030
OH
80,000.00
32,240.00
###
297,000.00
Tenaga
419,475.00
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Mandor
0.3530
OH
HARGA
SATUAN
UPAH
Rp.
F
-
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
### 636,390.00
5,799,840.00
Bahan
Kayu Kelas III
0.3200
m3
Paku Biasa 5 - 12 Cm
3.2000
Kg
15,000.00
Minyak Bekisting
1.6000
Ltr
3,000.00
4,800.00
Kg
13,500.00
2,835,000.00
Kg
23,000.00
69,000.00
Kg
1,500.00
504,000.00
###
3.0000
###
###
368,000.00
48,000.00
Pasir Beton
0.5400
m3
270,000.00
145,800.00
Koral Beton
0.8100
m3
405,000.00
328,050.00
Kayu Kelas II
0.1400
m3
Plywood 9 mm
2.8000
lbr
117,000.00
327,600.00
16.0000
btg
16,000.00
256,000.00
Perkerja
6.3500
OH
59,500.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Tukang Kayu
1.6500
OH
70,000.00
115,500.00
Tukang Besi
1.4000
OH
70,000.00
98,000.00
Kepala Tukang
0.3330
OH
80,000.00
26,640.00
Mandor
0.3180
OH
###
277,200.00
Tenaga
377,825.00
### 519,475.00
5,173,325.00
Bahan
Kayu Kelas III
0.3200
m3
Paku Biasa 5 - 12 Cm
3.2000
Kg
15,000.00
Minyak Bekisting
1.6000
Ltr
3,000.00
4,800.00
Kg
13,500.00
2,126,250.00
Kg
23,000.00
51,750.00
Kg
1,500.00
504,000.00
###
2.2500
###
###
368,000.00
48,000.00
Pasir Beton
0.5400
m3
270,000.00
145,800.00
Koral Beton
0.8100
m3
405,000.00
328,050.00
Kayu Kelas II
0.1200
m3
Plywood 9 mm
2.8000
lbr
117,000.00
327,600.00
32.0000
btg
16,000.00
512,000.00
Perkerja
5.3000
OH
59,500.00
315,350.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Tukang Kayu
1.3000
OH
70,000.00
91,000.00
Tukang Besi
1.0500
OH
70,000.00
73,500.00
Kepala Tukang
0.2650
OH
80,000.00
21,200.00
Mandor
0.2650
OH
###
237,600.00
Tenaga
### 519,235.00
5,032,285.00
Bahan
Kayu Kelas III
0.2400
m3
Paku Biasa 5 - 12 Cm
3.2000
Kg
15,000.00
Minyak Bekisting
1.6000
Ltr
3,000.00
4,800.00
Kg
13,500.00
2,126,250.00
Kg
23,000.00
51,750.00
Kg
1,500.00
504,000.00
###
2.2500
###
###
276,000.00
48,000.00
Pasir Beton
0.5400
m3
270,000.00
145,800.00
Koral Beton
0.8100
m3
405,000.00
328,050.00
Kayu Kelas II
0.1600
m3
Plywood 9 mm
2.8000
lbr
117,000.00
327,600.00
24.0000
btg
16,000.00
384,000.00
5.3000
OH
###
316,800.00
Tenaga
Perkerja
59,500.00
315,350.00
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Tukang Kayu
1.3000
OH
70,000.00
91,000.00
Tukang Besi
1.0500
OH
70,000.00
73,500.00
Kepala Tukang
0.2620
OH
80,000.00
20,960.00
Mandor
0.2650
OH
TOTAL
HARGA
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
### 587,640.00
5,529,990.00
Bahan
Kayu Kelas III
0.2500
m3
Paku Biasa 5 - 12 Cm
3.0000
Kg
15,000.00
Minyak Bekisting
1.2000
Ltr
3,000.00
3,600.00
Kg
13,500.00
2,835,000.00
Kg
23,000.00
69,000.00
Kg
1,500.00
504,000.00
###
3.0000
###
###
287,500.00
45,000.00
Pasir Beton
0.5400
m3
270,000.00
145,800.00
Koral Beton
0.8100
m3
405,000.00
328,050.00
Kayu Kelas II
0.1050
m3
Plywood 9 mm
2.5000
lbr
117,000.00
292,500.00
14.0000
btg
16,000.00
224,000.00
Perkerja
5.6500
OH
59,500.00
Tukang Batu
0.2750
OH
67,000.00
18,425.00
Tukang Kayu
1.5600
OH
70,000.00
109,200.00
Tukang Besi
1.4000
OH
70,000.00
98,000.00
Kepala Tukang
0.3230
OH
80,000.00
25,840.00
Mandor
0.2830
OH
###
207,900.00
Tenaga
336,175.00
55,250.00
15,330.00
70,580.00
Bahan
Kayu Kelas III
0.0020
m3
Paku Biasa 5 - 12 Cm
0.0100
Kg
15,000.00
###
2,300.00
150.00
3.0000
Kg
13,500.00
40,500.00
Kawat Beton
0.0450
Kg
23,000.00
1,035.00
Semen Portland
4.0000
Kg
1,500.00
6,000.00
Pasir Beton
0.0060
m3
270,000.00
1,620.00
Koral Beton
0.0090
m3
405,000.00
3,645.00
Perkerja
0.1800
OH
59,500.00
10,710.00
Tukang Batu
0.0200
OH
67,000.00
1,340.00
Tukang Kayu
0.0200
OH
70,000.00
1,400.00
Tukang Besi
0.0200
OH
70,000.00
1,400.00
Kepala Tukang
0.0060
OH
80,000.00
480.00
Mandor
0.0090
OH
Tenaga
70,255.00
25,302.50
95,557.50
Bahan
Kayu kelas III
0.0030
m3
Paku Biasa 5 - 12 Cm
0.0200
Kg
15,000.00
###
3,450.00
300.00
3.6000
Kg
13,500.00
48,600.00
Kawat Beton
0.0500
Kg
23,000.00
1,150.00
Semen Portland
5.5000
Kg
1,500.00
8,250.00
Pasir Beton
0.0090
m3
270,000.00
2,430.00
Koral Beton
0.0150
m3
405,000.00
6,075.00
Perkerja
0.2970
OH
59,500.00
17,671.50
Tukang Batu
0.0330
OH
67,000.00
2,211.00
Tukang Kayu
0.0330
OH
70,000.00
2,310.00
Tukang Besi
0.0330
OH
70,000.00
2,310.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0150
OH
Tenaga
VIII
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
58,750.00
14,815.00
73,565.00
Bahan
Genteng Palentong
25.0000
bh
2,350.00
58,750.00
Perkerja
0.1500
OH
59,500.00
8,925.00
Tukang Kayu
0.0750
OH
70,000.00
5,250.00
Kepala Tukang
0.0080
OH
80,000.00
640.00
Mandor
0.0080
OH
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
36,336.00
39,400.00
75,736.00
Bahan
Genteng Bubung Palentong
5.0000
bh
3,600.00
18,000.00
Semen Portland
8.0000
Kg
1,500.00
12,000.00
Pasir Pasang
0.0320
m3
198,000.00
6,336.00
Perkerja
0.4000
OH
59,500.00
23,800.00
Tukang Kayu
0.2000
OH
70,000.00
14,000.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0020
OH
Tenaga
32,736.00
39,400.00
72,136.00
Bahan
Genteng Bubung Palentong
4.0000
bh
3,600.00
14,400.00
Semen Portland
8.0000
Kg
1,500.00
12,000.00
Pasir Pasang
0.0320
m3
198,000.00
6,336.00
Perkerja
0.4000
OH
59,500.00
23,800.00
Tukang Kayu
0.2000
OH
70,000.00
14,000.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0020
OH
Tenaga
125,400.00
19,700.00
145,100.00
Bahan
Genteng Multiroof
1.0200
lbr
120,000.00
122,400.00
0.2000
Kg
15,000.00
3,000.00
Perkerja
0.2000
OH
59,500.00
11,900.00
Tukang Kayu
0.1000
OH
70,000.00
7,000.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0010
OH
Tenaga
169,800.00
29,377.00
199,177.00
Bahan
Atap sirap 5 mm
60.000
lbr
2,750.00
165,000.00
0.200
Kg
24,000.00
4,800.00
Perkerja
0.166
OH
59,500.00
9,877.00
Tukang Kayu
0.250
OH
70,000.00
17,500.00
Kepala Tukang
0.025
OH
80,000.00
2,000.00
Mandor
0.008
OH
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
228,286.00
39,400.00
267,686.00
Bahan
Genteng Beton
3.500
bh
54,000.00
0.050
Kg
15,000.00
750.00
10.800
Kg
1,500.00
16,200.00
Pasir Pasang
0.032
m3
198,000.00
6,336.00
Semen Warna
1.000
Kg
16,000.00
16,000.00
Perkerja
0.400
OH
59,500.00
23,800.00
Tukang Kayu
0.200
OH
70,000.00
14,000.00
Kepala Tukang
0.020
OH
80,000.00
1,600.00
Mandor
0.020
OH
Semen PC
189,000.00
Tenaga
60,600.00
26,575.00
87,175.00
Bahan
Nok Genteng Metal
1.100
lbr
54,000.00
59,400.00
0.050
Kg
24,000.00
1,200.00
Perkerja
0.250
OH
59,500.00
14,875.00
Tukang Kayu
0.150
OH
70,000.00
10,500.00
Kepala Tukang
0.015
OH
80,000.00
1,200.00
Mandor
0.013
OH
Tenaga
10,260.00
6,432.50
16,692.50
Bahan
Seng Plat 3" x 6" BJLS 28
0.3000
Lbr
31,000.00
9,300.00
0.0400
Kg
24,000.00
960.00
Perkerja
0.0150
OH
59,500.00
892.50
Tukang Kayu
0.0700
OH
70,000.00
4,900.00
Kepala Tukang
0.0080
OH
80,000.00
640.00
Mandor
0.0060
OH
Tenaga
IX
60,405.00
29,906.25
90,311.25
Bahan
Kayu Lokal Kelas II
0.0210
m3
Paku
0.2200
kg
###
55,125.00
Perkerja
0.1875
org
59,500.00
11,156.25
Tukang Kayu
0.2250
org
70,000.00
15,750.00
Kepala Tukang
0.0375
org
80,000.00
3,000.00
Mandor
0.0105
org
24,000.00
5,280.00
Tenaga
64,000.00
29,550.00
93,550.00
Bahan
Skrup 1"
25.0000
bh
400.00
Hollow 20/40 mm
0.2500
btg
31,500.00
10,000.00
7,875.00
Hollow 40/40 mm
0.6250
btg
45,000.00
28,125.00
Penggantungan
2.0000
bh
9,000.00
18,000.00
Perkerja
0.3000
org
59,500.00
17,850.00
Tukang Kayu
0.1500
org
70,000.00
10,500.00
Kepala Tukang
0.0150
org
80,000.00
1,200.00
Mandor
0.0100
org
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
29,940.00
9,850.00
39,790.00
Bahan
Gypsum Board
0.3640
Lbr
75,000.00
27,300.00
Paku Skrup
0.1100
kg
24,000.00
2,640.00
Perkerja
0.1000
OH
59,500.00
5,950.00
Tukang Kayu
0.0500
OH
70,000.00
3,500.00
Kepala Tukang
0.0050
OH
80,000.00
400.00
Mandor
0.0050
OH
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
28,484.00
9,850.00
38,334.00
Bahan
GRC internal
0.3640
Lbr
71,000.00
25,844.00
Paku Skrup
0.1100
kg
24,000.00
2,640.00
Perkerja
0.1000
OH
59,500.00
5,950.00
Tukang Kayu
0.0500
OH
70,000.00
3,500.00
Kepala Tukang
0.0050
OH
80,000.00
400.00
Mandor
0.0050
OH
Tenaga
22,425.00
8,250.00
30,675.00
Bahan
List Gypsum profil
1.0500
m'
20,000.00
21,000.00
Tepung gypsum
0.1500
kg
9,500.00
1,425.00
Perkerja
0.0600
OH
59,500.00
3,570.00
Tukang Kayu
0.0600
OH
70,000.00
4,200.00
Kepala Tukang
0.0060
OH
80,000.00
480.00
Mandor
0.0030
OH
Tenaga
4,965.00
6,875.00
11,840.00
Bahan
List Kayu Profil
1.0500
m'
4,500.00
4,725.00
Paku
0.0100
Kg
24,000.00
240.00
Perkerja
0.0500
OH
59,500.00
2,975.00
Tukang Kayu
0.0500
OH
70,000.00
3,500.00
Kepala Tukang
0.0050
OH
80,000.00
400.00
Mandor
0.0030
OH
Tenaga
PEKERJAAN SANITASI
### 273,430.00
2,184,430.00
Bahan
Kloset Duduk / MonoblOH
Perlengkapan
1.0000
bh
###
1,470,000.00
441,000.00
441,000.00
Tenaga
Perkerja
3.3000
OH
59,500.00
196,350.00
Tukang Batu
1.1000
OH
70,000.00
77,000.00
Kepala Tukang
0.0010
OH
80,000.00
80.00
Mandor
0.1600
OH
345,980.00
280,000.00
625,980.00
Bahan
Kloset JongkOH Porselen (putih)
1.0000
bh
335,000.00
335,000.00
Semen Portland
6.0000
Kg
1,500.00
9,000.00
Pasir Pasang
0.0100
m3
198,000.00
1,980.00
Perkerja
1.0000
OH
59,500.00
59,500.00
Tukang Batu
1.5000
OH
67,000.00
100,500.00
Kepala Tukang
1.5000
OH
80,000.00
120,000.00
Mandor
0.1600
OH
Tenaga
### 134,500.00
2,485,480.00
Bahan
Urinoir
Perlengkapan
1.0000
bh
###
540,000.00
1,800,000.00
540,000.00
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
Semen Portland
6.0000
Kg
1,500.00
9,000.00
Pasir Pasang
0.0100
m3
198,000.00
1,980.00
Perkerja
1.0000
OH
59,500.00
59,500.00
Tukang Batu
1.0000
OH
67,000.00
67,000.00
Kepala Tukang
0.1000
OH
80,000.00
8,000.00
Mandor
0.1000
OH
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
738,980.00
168,650.00
907,630.00
Bahan
Wastafel lengkap accessories
Perlengkapan
1.0000
bh
650,000.00
650,000.00
78,000.00
78,000.00
Semen Portland
6.0000
Kg
1,500.00
9,000.00
Pasir Pasang
0.0100
m3
198,000.00
1,980.00
Perkerja
1.0000
OH
59,500.00
59,500.00
Tukang Batu
1.4500
OH
67,000.00
97,150.00
Kepala Tukang
0.1500
OH
80,000.00
12,000.00
Mandor
0.1000
OH
Tenaga
460,200.00
331,200.00
791,400.00
Bahan
Bak Mandi Fiber
1.0000
Perlengkapan
bh
390,000.00
390,000.00
70,200.00
70,200.00
Tenaga
Perkerja
1.8000
OH
59,500.00
107,100.00
Tukang Batu
2.7000
OH
67,000.00
180,900.00
Kepala Tukang
0.5400
OH
80,000.00
43,200.00
Mandor
0.1100
OH
125 Memasang 1 m' buah Bak Kontrol pasangan Batu Bata ukuran (45 x 45 )cm, t = 5
208,915.00
119,941.00
328,856.00
Bahan
Bata merah
0.2500
m2
700.00
175.00
77.0000
Kg
1,500.00
115,500.00
Pasir Pasang
0.1300
m3
198,000.00
25,740.00
Batu Kerikil
0.0200
m3
405,000.00
8,100.00
Besi Beton
2.6000
kg
13,500.00
35,100.00
Pasir Beton
0.0900
m3
270,000.00
24,300.00
Perkerja
1.4200
OH
59,500.00
84,490.00
Tukang Batu
0.4730
OH
67,000.00
31,691.00
Kepala Tukang
0.0470
OH
80,000.00
3,760.00
Mandor
0.0710
OH
Semen Portland
Tenaga
11,082.50
6,642.00
17,724.50
Bahan
Pipa PVC D 1/2"
1.2000
Perlengkapan
m'
7,150.00
8,580.00
2,502.50
2,502.50
Tenaga
Perkerja
0.0360
OH
59,500.00
2,142.00
Tukang Batu
0.0600
OH
67,000.00
4,020.00
Kepala Tukang
0.0060
OH
80,000.00
480.00
Mandor
0.0018
OH
13,446.25
6,642.00
20,088.25
Bahan
Pipa PVC tipe AW "
1.2000
Perlengkapan
m'
8,675.00
10,410.00
3,036.25
3,036.25
Tenaga
Perkerja
0.0360
OH
59,500.00
2,142.00
Tukang Batu
0.0600
OH
67,000.00
4,020.00
Kepala Tukang
0.0060
OH
80,000.00
480.00
Mandor
0.0018
OH
13,640.00
6,642.00
20,282.00
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
Bahan
Pipa PVC tipe AW 1"
Perlengkapan
1.2000
m'
8,800.00
10,560.00
3,080.00
3,080.00
Tenaga
Perkerja
0.0360
OH
59,500.00
2,142.00
Tukang Batu
0.0600
OH
67,000.00
4,020.00
Kepala Tukang
0.0060
OH
80,000.00
480.00
Mandor
0.0018
OH
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
30,263.75
6,642.00
36,905.75
Bahan
Pipa PVC tipe D 2"
1.2000
Perlengkapan
m'
19,525.00
23,430.00
6,833.75
6,833.75
Tenaga
Perkerja
0.0360
OH
59,500.00
2,142.00
Tukang Batu
0.0600
OH
67,000.00
4,020.00
Kepala Tukang
0.0060
OH
80,000.00
480.00
Mandor
0.0018
OH
63,511.25
14,944.50
78,455.75
Bahan
Pipa PVC tipe D 4"
1.2000
Perlengkapan
m'
40,975.00
49,170.00
14,341.25
14,341.25
Tenaga
Perkerja
0.0810
OH
59,500.00
4,819.50
Tukang Batu
0.1350
OH
67,000.00
9,045.00
Kepala Tukang
0.0135
OH
80,000.00
1,080.00
Mandor
0.0041
OH
81,612.50
8,095.00
89,707.50
Bahan
Kran Air (Sanei)
1.0000
bh
81,500.00
81,500.00
Seal tape
0.0250
bh
4,500.00
112.50
Perkerja
0.0100
OH
59,500.00
595.00
Tukang Batu
0.1000
OH
67,000.00
6,700.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0050
OH
Tenaga
61,000.00
8,095.00
69,095.00
Bahan
Floor drain stainless
1.0000
bh
61,000.00
61,000.00
Perkerja
0.0100
OH
59,500.00
595.00
Tukang Batu
0.1000
OH
67,000.00
6,700.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0050
OH
Tenaga
XI
125,200.00
5,590.00
130,790.00
Bahan
Profil alumunium
1.1000
m'
Sealent
0.0600
tube
113,000.00
124,300.00
15,000.00
900.00
Perkerja
0.0430
OH
59,500.00
2,558.50
0.0430
OH
62,500.00
2,687.50
Kepala Tukang
0.0043
OH
80,000.00
344.00
Mandor
0.0021
OH
Tenaga
345,000.00
144,375.00
489,375.00
Bahan
Pintu PVC lengkap Accessories
1.0000
unit
345,000.00
345,000.00
Perkerja
1.0500
OH
59,500.00
62,475.00
Tukang Kayu
1.0500
OH
70,000.00
73,500.00
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Kepala Tukang
0.1050
OH
Mandor
0.0052
OH
HARGA
SATUAN
UPAH
Rp.
F
80,000.00
-
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
8,400.00
-
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
153,740.00
41,900.00
195,640.00
Bahan
Seng Plat
1.0500
m'
42,500.00
0.0150
Kg
29,000.00
44,625.00
0.0190
m3
Perkerja
0.2000
OH
59,500.00
11,900.00
Tukang Kayu
0.4000
OH
70,000.00
28,000.00
Kepala Tukang
0.0250
OH
80,000.00
2,000.00
Mandor
0.0100
OH
435.00
###
108,680.00
Tenaga
53,340.00
32,325.00
85,665.00
Bahan
Seng Plat
1.0500
m'
31,000.00
0.0100
Kg
29,000.00
32,550.00
290.00
Besi Strip
0.5000
Kg
41,000.00
20,500.00
Perkerja
0.1500
OH
59,500.00
8,925.00
Tukang Kayu
0.3000
OH
70,000.00
21,000.00
Kepala Tukang
0.0300
OH
80,000.00
2,400.00
Mandor
0.0080
OH
Tenaga
XII
142,000.00
50,370.00
192,370.00
Bahan
Kunci Tanam Antik
1.0000
Bh
142,000.00
142,000.00
Pekerja
0.0600
OH
59,500.00
3,570.00
Tukang Kayu
0.6000
OH
70,000.00
42,000.00
Kepala Tukang
0.0600
OH
80,000.00
4,800.00
Mandor
0.0030
OH
Tenaga
55,000.00
36,395.00
91,395.00
Bahan
Kunci Tanam Biasa
1.0000
Bh
55,000.00
55,000.00
Pekerja
0.0100
OH
59,500.00
595.00
Tukang Kayu
0.5000
OH
70,000.00
35,000.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0050
OH
Tenaga
150,000.00
36,395.00
186,395.00
Bahan
Kunci Anak Tanam
1.0000
Bh
150,000.00
150,000.00
Pekerja
0.0100
OH
59,500.00
595.00
Tukang Kayu
0.5000
OH
70,000.00
35,000.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0050
OH
Tenaga
30,500.00
16,790.00
47,290.00
Bahan
Kunci Slot
1.0000
Bh
30,500.00
30,500.00
Pekerja
0.0200
OH
59,500.00
1,190.00
Tukang Kayu
0.2000
OH
70,000.00
14,000.00
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
Kepala Tukang
0.0200
OH
Mandor
0.0010
OH
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
80,000.00
1,600.00
JUMLAH
UPAH
52,000.00
12,592.50
64,592.50
Bahan
Engsel Pintu
1.0000
Bh
52,000.00
52,000.00
Pekerja
0.0150
OH
59,500.00
892.50
Tukang Kayu
0.1500
OH
70,000.00
10,500.00
Kepala Tukang
0.0150
OH
80,000.00
1,200.00
Mandor
0.0008
OH
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
16,500.00
16,790.00
33,290.00
Bahan
Engsel Angin
1.0000
Bh
16,500.00
16,500.00
Pekerja
0.0200
OH
59,500.00
1,190.00
Tukang Kayu
0.2000
OH
70,000.00
14,000.00
Kepala Tukang
0.0200
OH
80,000.00
1,600.00
Mandor
0.0100
OH
Tenaga
38,000.00
12,592.50
50,592.50
Bahan
Engsel Jendela
1.0000
Bh
38,000.00
38,000.00
Pekerja
0.0150
OH
59,500.00
892.50
Tukang Kayu
0.1500
OH
70,000.00
10,500.00
Kepala Tukang
0.0150
OH
80,000.00
1,200.00
Mandor
0.0008
OH
Tenaga
76,000.00
12,592.50
88,592.50
Bahan
Grendel Tanam
1.0000
Bh
76,000.00
76,000.00
Pekerja
0.0150
OH
59,500.00
892.50
Tukang Kayu
0.1500
OH
70,000.00
10,500.00
Kepala Tukang
0.0150
OH
80,000.00
1,200.00
Mandor
0.0008
OH
Tenaga
100,000.00
12,592.50
112,592.50
Bahan
Pegangan pintu
1.0000
set
100,000.00
100,000.00
Pekerja
0.0150
OH
59,500.00
892.50
Tukang Kayu
0.1500
OH
70,000.00
10,500.00
Kepala Tukang
0.0150
OH
80,000.00
1,200.00
Mandor
0.0008
OH
Tenaga
16,500.00
12,592.50
29,092.50
Bahan
Kait Angin
1.0000
Bh
16,500.00
16,500.00
Pekerja
0.0150
OH
59,500.00
892.50
Tukang Kayu
0.1500
OH
70,000.00
10,500.00
Kepala Tukang
0.0150
OH
80,000.00
1,200.00
Mandor
0.0008
OH
Tenaga
300,000.00
41,975.00
341,975.00
Bahan
Door Closer
1.0000
Bh
300,000.00
300,000.00
Pekerja
0.0500
OH
59,500.00
2,975.00
Tukang Kayu
0.5000
OH
70,000.00
35,000.00
Kepala Tukang
0.0500
OH
80,000.00
4,000.00
Mandor
0.0025
OH
Tenaga
215,000.00
41,975.00
256,975.00
Bahan
Door Holder
1.0000
Bh
215,000.00
215,000.00
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
Tenaga
Pekerja
0.0500
OH
59,500.00
2,975.00
Tukang Kayu
0.5000
OH
70,000.00
35,000.00
Kepala Tukang
0.0500
OH
80,000.00
4,000.00
Mandor
0.0025
OH
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
310,000.00
8,395.00
318,395.00
Bahan
Door Stop
1.0000
Bh
310,000.00
310,000.00
Pekerja
0.0100
OH
59,500.00
595.00
Tukang Kayu
0.1000
OH
70,000.00
7,000.00
Kepala Tukang
0.0100
OH
80,000.00
800.00
Mandor
0.0005
OH
Tenaga
121,000.00
12,592.50
133,592.50
Bahan
Kaca Polos
1.1000
m2
110,000.00
121,000.00
Perkerja
0.0150
OH
59,500.00
892.50
Tukang Kayu
0.1500
OH
70,000.00
10,500.00
Kepala Tukang
0.0150
OH
80,000.00
1,200.00
Mandor
0.0008
OH
Tenaga
165,000.00
12,592.50
177,592.50
Bahan
Kaca Polos
1.1000
m2
150,000.00
165,000.00
Perkerja
0.0150
OH
59,500.00
892.50
Tukang Kayu
0.1500
OH
70,000.00
10,500.00
Kepala Tukang
0.0150
OH
80,000.00
1,200.00
Mandor
0.0008
OH
Tenaga
165,000.00
22,000.00
187,000.00
Bahan
Kaca Riben 5 mm
1.1000
m2
150,000.00
165,000.00
Perkerja
0.1600
OH
59,500.00
9,520.00
Tukang Kayu
0.1600
OH
70,000.00
11,200.00
Kepala Tukang
0.0160
OH
80,000.00
1,280.00
Mandor
0.0008
OH
Tenaga
XIII
90,662.12
67,900.00
158,562.12
Bahan
Ubin Keramik 30 x 30 cm
11.8700
bh
3,601.69
42,752.12
Semen Portland
10.0000
Kg
1,500.00
15,000.00
Pasir Pasang
0.0450
m3
198,000.00
8,910.00
Semen Warna
1.5000
Kg
16,000.00
24,000.00
Perkerja
0.7000
OH
59,500.00
41,650.00
Tukang Batu
0.3500
OH
67,000.00
23,450.00
Kepala Tukang
0.0350
OH
80,000.00
2,800.00
Mandor
0.0350
OH
Tenaga
103,236.27
67,900.00
171,136.27
Bahan
Ubin Keramik 30 x 30 cm
11.8700
bh
4,661.02
55,326.27
Semen Portland
10.0000
Kg
1,500.00
15,000.00
Pasir Pasang
0.0450
m3
198,000.00
8,910.00
Semen Warna
1.5000
Kg
16,000.00
24,000.00
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
Perkerja
0.7000
OH
59,500.00
41,650.00
Tukang Batu
0.3500
OH
67,000.00
23,450.00
Kepala Tukang
0.0350
OH
80,000.00
2,800.00
Mandor
0.0350
OH
TOTAL
HARGA
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
112,410.00
67,900.00
180,310.00
Bahan
Ubin Keramik 40 x 40 cm
6.2500
bh
10,320.00
64,500.00
10.0000
Kg
1,500.00
15,000.00
Pasir Pasang
0.0450
m3
198,000.00
8,910.00
Semen Warna
1.5000
Kg
16,000.00
24,000.00
Perkerja
0.7000
OH
59,500.00
41,650.00
Tukang Batu
0.3500
OH
67,000.00
23,450.00
Kepala Tukang
0.0350
OH
80,000.00
2,800.00
Mandor
0.0350
OH
Semen Portland
Tenaga
116,430.00
67,900.00
184,330.00
Bahan
Ubin Keramik
26.5000
bh
2,490.57
66,000.00
Semen Portland
10.4000
Kg
1,500.00
15,600.00
Pasir Pasang
0.0450
m3
198,000.00
8,910.00
Semen Warna
1.6200
Kg
16,000.00
25,920.00
Perkerja
0.7000
OH
59,500.00
41,650.00
Tukang Batu
0.3500
OH
67,000.00
23,450.00
Kepala Tukang
0.0350
OH
80,000.00
2,800.00
Mandor
0.0350
OH
Tenaga
112,054.00
87,300.00
199,354.00
Bahan
Keramik 20 x 25 cm
20.0000
Bh
3,175.00
63,500.00
Semen Portland
9.3000
Kg
1,500.00
13,950.00
Pasir Pasang
0.0180
m3
198,000.00
3,564.00
Semen Warna
1.9400
Kg
16,000.00
31,040.00
Perkerja
0.9000
OH
59,500.00
53,550.00
Tukang Batu
0.4500
OH
67,000.00
30,150.00
Kepala Tukang
0.0450
OH
80,000.00
3,600.00
Mandor
0.0450
OH
Tenaga
114,554.00
87,300.00
201,854.00
Bahan
Keramik 25 x 40 cm
10.0000
Bh
6,600.00
66,000.00
Semen Portland
9.3000
Kg
1,500.00
13,950.00
Pasir Pasang
0.0180
m3
198,000.00
3,564.00
Semen Warna
1.9400
Kg
16,000.00
31,040.00
Perkerja
0.9000
OH
59,500.00
53,550.00
Tukang Batu
0.4500
OH
67,000.00
30,150.00
Kepala Tukang
0.0450
OH
80,000.00
3,600.00
Mandor
0.0450
OH
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
168,755.00
67,900.00
236,655.00
Bahan
Batu Tempel Hitam
1.1000
m2
123,000.00
135,300.00
11.7500
Kg
1,500.00
17,625.00
Pasir Pasang
0.0350
m3
198,000.00
6,930.00
Vernsi/coating
0.1000
kg
84,000.00
8,400.00
Kwas 3"
0.0500
bh
10,000.00
500.00
Perkerja
0.7000
OH
59,500.00
41,650.00
Tukang Batu
0.3500
OH
67,000.00
23,450.00
Kepala Tukang
0.0350
OH
80,000.00
2,800.00
Mandor
0.0350
OH
Tenaga
843,888.00
42,281.25
886,169.25
Bahan
25.0000
bh
33,500.00
PC (50 kg)
0.1600
zak
1,500.00
240.00
Pasir pasang
0.0300
m3
198,000.00
5,940.00
Semen warna
0.0130
kg
16,000.00
208.00
Pekerja
0.1875
OH
59,500.00
11,156.25
Tukang batu
0.3750
OH
67,000.00
25,125.00
Kepala tukang
0.0750
OH
80,000.00
6,000.00
Mandor
0.0188
OH
Glass block
837,500.00
Tenaga
191,950.88
10,625.00
202,575.88
Bahan
Galian tanah
0.1500
m3
46,812.50
7,021.88
Grevel beton 20 cm
1.0000
bh
42,500.00
42,500.00
Pas.bata + Plesteran
1.0000
m'
142,429.00
142,429.00
1.0000
ls
10,625.00
Tenaga
Upah kerja
159 1 M2 Pasangan Paving Block Natural
10,625.00
6 & 8 CM
93,902.40
53,375.00
147,277.40
Bahan
Paving block natural 6 & 8 cm
1.0100
m2
66,240.00
66,902.40
Pasir beton
0.1000
m3
270,000.00
27,000.00
Perkerja
0.2500
org
59,500.00
14,875.00
Tukang Batu
0.5000
org
67,000.00
33,500.00
Kepala Tukang
0.0250
org
80,000.00
2,000.00
Mandor
0.0030
org
Peralatan
1.0000
lot
Tenaga
XIV
3,000.00
3,000.00
PEKERJAAN PENGECATAN
40,320.00
10,015.00
50,335.00
Bahan
Plamir
0.1500
Kg
24,000.00
3,600.00
0.1700
Kg
108,000.00
18,360.00
0.1700
Kg
108,000.00
18,360.00
Perkerja
0.0700
OH
59,500.00
4,165.00
Tukang Cat
0.0750
OH
70,000.00
5,250.00
Kepala Tukang
0.0075
OH
80,000.00
600.00
Mandor
0.0025
OH
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
161 1 m2 Mengecatan Bidang Kayu Baru ( 1 Lapis Plamir ), 1 Lapis Cat Dasar, 2 Lapis
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
64,640.00
5,275.00
69,915.00
Bahan
Cat Meni (Emco)
0.2000
Kg
73,000.00
Plamir
0.1500
Kg
24,000.00
14,600.00
3,600.00
0.1700
Kg
108,000.00
18,360.00
0.2600
Kg
108,000.00
28,080.00
Perkerja
0.0700
OH
59,500.00
4,165.00
Tukang Cat
0.0090
OH
70,000.00
630.00
Kepala Tukang
0.0060
OH
80,000.00
480.00
Mandor
0.0025
OH
Tenaga
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
162 1 m2 Mengecatan Bidang Kayu Baru ( 1 Lapis Plamir ), 1 Lapis Cat Dasar, 3 Lapis
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
74,360.00
11,835.00
86,195.00
Bahan
Cat Meni
0.2000
Kg
73,000.00
Plamir
0.1500
Kg
24,000.00
14,600.00
3,600.00
0.1700
Kg
108,000.00
18,360.00
0.3500
Kg
108,000.00
37,800.00
Perkerja
0.0700
OH
59,500.00
4,165.00
Tukang Cat
0.1050
OH
70,000.00
7,350.00
Kepala Tukang
0.0040
OH
80,000.00
320.00
Mandor
0.0025
OH
Tenaga
163 1 m2 Pengecatan Tembok Baru ( 1 Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup
16,720.00
6,104.00
22,824.00
Bahan
Plamur (Viny Paint)
0.1000
Kg
34,000.00
3,400.00
0.1000
Kg
37,000.00
3,700.00
0.2600
Kg
37,000.00
9,620.00
Perkerja
0.0200
OH
59,500.00
1,190.00
Tukang Cat
0.0630
OH
70,000.00
4,410.00
Kepala Tukang
0.0063
OH
80,000.00
504.00
Mandor
0.0025
OH
Tenaga
164 1 m2 Pengecatan Tembok Baru ( 1 Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup
9,620.00
6,104.00
15,724.00
Bahan
Cat Tembok (Metrolite)
0.2600
Kg
37,000.00
9,620.00
Perkerja
0.0200
OH
59,500.00
1,190.00
Tukang Cat
0.0630
OH
70,000.00
4,410.00
Kepala Tukang
0.0063
OH
80,000.00
504.00
Mandor
0.0025
OH
Tenaga
9,620.00
6,104.00
15,724.00
Bahan
Cat Tembok (Metrolite)
0.2600
Kg
37,000.00
9,620.00
Perkerja
0.0200
OH
59,500.00
1,190.00
Tukang Cat
0.0630
OH
70,000.00
4,410.00
Kepala Tukang
0.0063
OH
80,000.00
504.00
Mandor
0.0025
OH
Tenaga
XIV
65,000.00
4,410.00
69,410.00
Bahan
1.0000
titik
Tukang Listrik
0.0630
OH
Mandor
0.0450
OH
65,000.00
65,000.00
Tenaga
70,000.00
4,410.00
16,000.00
4,410.00
20,410.00
Bahan
1.0000
Bh
Tukang Listrik
0.0630
OH
Mandor
0.0450
OH
Sakelar single
16,000.00
16,000.00
Tenaga
70,000.00
-
4,410.00
-
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
20,000.00
4,410.00
24,410.00
Bahan
1.0000
Bh
Tukang Listrik
0.0630
OH
Mandor
0.0450
OH
Sakelar Doubel
20,000.00
20,000.00
Tenaga
70,000.00
-
4,410.00
-
NO.
URAIAN KEBUTUHAN
INDEKS
SATUAN
HARGA
SATUAN
BAHAN
Rp.
HARGA
SATUAN
UPAH
Rp.
F
JUMLAH
BAHAN
JUMLAH
UPAH
TOTAL
HARGA
Rp.
Rp.
Rp.
G=(CXE)
H = (C X F )
I=(G+H)
597,000.00
4,410.00
601,410.00
Bahan
1.0000
m'
Tukang Listrik
0.0630
OH
Mandor
0.0450
OH
597,000.00
597,000.00
Tenaga
70,000.00
4,410.00
400,000.00
4,410.00
404,410.00
Bahan
1.0000
Bh
Tukang Listrik
0.0630
OH
Mandor
0.0450
OH
Bok MCB
400,000.00
400,000.00
Tenaga
70,000.00
4,410.00
18,000.00
4,410.00
22,410.00
Bahan
1.0000
Bh
Tukang Listrik
0.0630
OH
Mandor
0.0450
OH
Stop Kontak
18,000.00
18,000.00
Tenaga
70,000.00
4,410.00
4,410.00
4,410.00
Bahan
1.0000
m'
Tukang Listrik
0.0630
OH
Mandor
0.0450
OH
Tenaga
70,000.00
4,410.00
116,000.00
4,410.00
120,410.00
Bahan
Lampu XL 14 watt (Philips)
1.0000
Bh
56,000.00
56,000.00
1.0000
Bh
60,000.00
60,000.00
Tukang Listrik
0.0630
OH
Mandor
0.0450
OH
Tenaga
70,000.00
4,410.00
87,730.00
32,910.00
120,640.00
Bahan
Kasteen P. 60 cm
1.6700
bh
51,500.00
86,005.00
Pasir pasang
0.0075
m3
198,000.00
1,485.00
PC 50 kg
0.1600
kg
1,500.00
240.00
Perkerja
0.1800
org
59,500.00
10,710.00
Tukang Batu
0.2000
org
67,000.00
13,400.00
Kepala Tukang
0.1100
org
80,000.00
8,800.00
Mandor
0.0110
org
Tenaga
1
2
4
5
#REF!
6
7
174
175
176
177
178
181
182
183
184
185
188
189
218
219
220
223
224
225
226
227
230
231
232
233
234
237
238
239
240
241
244
#REF!
6
7
245
246
247
248
249
250
253
#REF!
6
7
254
255
256
257
258
259
262
263
273
274
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
#REF!
6
7
#REF!
6
7
325
326
360
361
362
363
364
365
366
367
368
369
370
#REF!
6
7
371
372
373
374
375
376
377
378
379
380
381
382
#REF!
6
7
383
384
385
386
387
388
389
390
391
392
478
479
480
481
482
483
484
485
486
487
659
660
661
662
663
664
665
#REF!
6
7
666
667
668
#REF!
6
7
669
670
671
673
674
675
676
677
678
710
711
731
778
#REF!
6
7
779
#REF!
6
7
806
807
870
871
872
873
874
875
876
877
878
879
880
881
#REF!
6
7
#REF!
6
7
905
906
1029
1030
1031
1032
1033
1034
1035
1036
1037
#REF!
6
7
1038
1039
#REF!
6
7
1059
1060
3000
0.0006
1666.6667
5000000
#REF!
6
7
#REF!
6
7
1221
1222
1223
1224
1225
1226
1227
1228
1229
1230
1250
1283
1284
1285
1287
1288
1289
1290
#REF!
6
7
1291
1292
1293
#REF!
6
7
1316
1317
1318
1319
1321
1322
1323
1324
1325
1326
1327
1328
1329
1334
1335
1336
1337
1338
1339
1370
1371
0.6207142857
0.0880176211
#REF!
6
7
#REF!
6
7
#REF!
6
7
#REF!
6
7
1611
1612
1613
1614
1615
1616
1617
1618
#REF!
6
7
1619
1620
#REF!
6
7
1664
1665
1666
1667
1668
1669
1670
1671
1672
1673
1674
1675
1676
1677
1678
1679
1680
1681
1682
1683
1684
1685
1686
1687
1688
1689
1690
1691
1692
1693
1694
1695
1696
1697
1698
1699
1700
1701
1702
1703
1704
1705
1706
1707
1708
1709
1710
#REF!
6
7
1711
1712
1713
#REF!
6
7
1714
1715
1716
1717
1718
1719
1720
1721
1722
1723
1724
1725
1726
1727
33.333333
1
0.7
1.4285714
23.333333
#REF!
6
7
82.6446280992
64563.958
#REF!
#REF!
6
7
82.6446280992
76474.471
60.6060606061
94796.617
#REF!
6
7
1757
1758
1759
1760
1761
1762
1763
1764
1765
1766
1767
1768
1769
1770
1771
1772
1773
#REF!
6
7
#REF!
6
7
#REF!
6
7
#REF!
6
7
1974
1975
#REF!
6
7
1976
1977
1978
1979
1980
1981
1982
1983
1984
#REF!
6
7
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
2025
2026
2027
2028
2029
2030
2031
2032
2033
2034
2035
2298
2299
2300
2301
2302
2303
2304
2305
2306
2307
#REF!
6
7
2374
2375
2376
2377
2378
2379
2380
2381
2382
2383
2413
2414
#REF!
6
7
#REF!
6
7
1256
70
1326
2610
2611
2612
2613
2614
2615
2616
2617
2618
2619
2665
2666
2667
2668
2669
2670
2671
2672
2673
2674
2675
2676
2677
2678
2679
2680
2681
2682
2683
2684
2685
2686
2687
2700
2701
2702
2703
#REF!
6
7
2704
2705
2706
2707
2708
2709
2710
2711
#REF!
6
7
2712
2713
2714
2715
2716
2717
2718
2719
2720
2721
2722
2723
2735
0.6
0.6
0.9
0.324
2736
2737
2738
2739
2740
2741
2742
2743
2744
2931
2932
2933
2934
2935
2936
2937
2938
2939
2940
2941
2942
2943
2944
2945
2946
2947
2948
2949
2950
2951
#REF!
6
7
2952
2953
2954
2955
2956
2957
2958
2959
2960
#REF!
6
7
3033
3034
3035
3036
3037
3038
3039
3040
3041
3042
3043
3044
3045
3046
3047
3048
3049
3050
3051
3072
3073
#REF!
6
7
#REF!
6
7
3238
3239
3240
3241
3242
3244
3245
3246
3247
3248
3249
3262
3263
3264
3265
3267
3268
3269
3270
3271
3272
3273
3286
3287
3288
3289
3290
3291
3293
3294
3296
3297
3298
3299
3300
3302
3303
3305
#REF!
6
7
3324
3325
3326
3327
3329
3330
3332
#REF!
6
7
3342
3343
3344
3345
3347
3348
3350
3360
3361
3362
3363
3365
3366
3368
#REF!
6
7
#REF!
6
7
3423
3424
3425
3426
3427
3428
3429
3430
3431
3432
3433
3434
3435
3436
3437
3438
3439
3440
3504
3505
4009
4010
4011
4012
4013
4014
4015
4016
4017
4018
4019
4020
#REF!
6
7
#REF!
6
7
0.2
0.25
20
0.05
#REF!
6
7
4329
4330
4331
4332
4333
4334
4335
4336
4337
4338
4429
4430
4490
4491
4492
4493
4494
4495
4496
4497
4498
4499
#REF!
6
7
4500
4501
4502
fdads
4503
4504
4505
4506
4507
4508
4509
4510
4511
4512
#REF!
6
7
4526
4527
4528
4529
4530
4531
4533
4534
4535
4536
4537
4538
4580
4581
4582
4583
4584
4585
4586
4587
4588
4589
4590
#REF!
6
7
#REF!
6
7
JENIS UPAH
HARGA UPAH
Rp.
3
SATUAN
4
59,500.00
Org/Hr
Buruh terlatih
62,500.00
Org/Hr
Tukang Batu
67,000.00
Org/Hr
Tukang Besi
70,000.00
Org/Hr
83,500.00
Org/Hr
Tukang Cat
70,000.00
Org/Hr
Tukang Gali
58,500.00
Org/Hr
Tukang Kayu
70,000.00
Org/Hr
Tukang Listrik
70,000.00
Org/Hr
10
Tukang Las
71,500.00
Org/Hr
11
Kepala Tukang
80,000.00
Org/Hr
12
Mandor
Org/Hr
13
99,000.00
Org/Hr
14
Operator terlatih
148,000.00
Org/Hr
15
Supir truk
77,000.00
Org/Hr
16
Pembantu supir
54,000.00
Org/Hr
17
Tukang plituran
71,500.00
Org/Hr
NO
JENIS BAHAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
HARGA BAHAN
SATUAN
Rp.
3
473,000.00
390,000.00
700.00
200,000.00
123,000.00
4,500.00
13,500.00
41,000.00
108,000.00
31,500.00
45,000.00
108,000.00
73,000.00
37,000.00
84,000.00
1,470,000.00
335,000.00
38,000.00
52,000.00
76,000.00
3,600.00
2,350.00
42,500.00
597,000.00
110,000.00
150,000.00
16,500.00
23,000.00
16,000.00
3,500,000.00
6,530,000.00
1,980,000.00
6,530,000.00
6,530,000.00
2,625,000.00
2,900,000.00
63,500.00
66,000.00
66,000.00
55,000.00
42,500.00
64,500.00
405,000.00
81,500.00
142,000.00
55,000.00
150,000.00
100,000.00
10,000.00
30,500.00
30,500.00
35,000.00
18,000.00
3,000.00
rol
bh
bh
m
m
bh
kg
kg
btg
btg
btg
kg
kg
kg
kg
bh
bh
bh
bh
bh
bh
bh
m'
rol
m
m
bh
kg
btg
m
m
m
m
m
m
m
m
m
m
m
m
m
m
bh
bh
bh
bh
set
bh
bh
bh
kg
btg
ltr
Halaman : 684
NO
JENIS BAHAN
55
56
57
58
59
60
61
62
63
64
65
66
67
HARGA BAHAN
SATUAN
Rp.
3
24,000.00
15,000.00
29,000.00
400.00
400,000.00
5,720,000.00
75,000.00
7,056,000.00
3,100,000.00
1,150,000.00
1,840.00
45,000.00
270,000.00
kg
kg
kg
bh
unit
m
lbr
m
m
m
bh
btg
m
Halaman : 684
NO
JENIS BAHAN
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
Pasir pasang
Pasir urug/ timbunan
Plamir kayu tawon kensai
Plamour tembok Viny paint
Semen adepsip (Gip)
Semen Portlan (PC) (50 kg)
Semen Warna
Seng Plat 0,3 (lebar = 55 cm)
Seng Plat 0,3 (lebar = 90 cm)
Sirtu tidak tersaring
Tanah urug / bahan timbuhan tindihan
Teakwood 0,9 x 2,2 x 3 mm ukuran pintu
Wastafel lengkap
Lampu TL 20 watt komplit
Lampu SL 14 watt (Philip)
Besi Pipa dia. 6" Medium
Pipa Paralon / PVC dia. 1/2" wavin type AW
Pipa Paralon / PVC dia. 3/4" wavin type AW
Pipa Paralon / PVC dia. 1" wavin type AW
Pipe paralon / PVC dia. 2 1/2" wavin type D
Pipa paralon /PVC dia. 4" wavin type D
Lem PVC
Seal Tape
Plafond GRC Internal 4mm
Polywood 1.20 x 2 .40 cm
Kusen Alumunium 4" (silver)
Kusen Alumunium 4" (coklat)
Daun pintu rangka alumunium silver kaca bening 5 mm
Daun pintu rangka alumunium coklat kaca bening 5 mm
Daun pintu rangka alumunium coklat panel plywood
Daun jendela silver kaca bening 5 mm
Daun jendela coklat kaca bening 5 mm
Atap metal spandex
List gypsum 7 cm
Pintu Fiber KM/WC
Floor drain stainless
Glass block 20 x 20 cm
Rooster keramik 20/20
Baja ringan
Genting metal untuk konstruksi baja ringan
Genting bubungan metal untuk konstruksi baja ringan
Wiremesh di las
Kunci Door Holder
Kunci Door Stop
Kunci Door Closer
Urinoir (lengkap)
Atap sirap 5 mm
Saklar single (broco)
Saklar doble (broco)
Stop kontak
Dudukan lampu (downlight)
Kasteen beton cetak P. 40 cm
HARGA BAHAN
SATUAN
Rp.
3
198,000.00
99,000.00
24,000.00
34,000.00
9,500.00
75,000.00
16,000.00
31,000.00
42,500.00
108,000.00
63,000.00
120,000.00
650,000.00
65,000.00
56,000.00
2,931,500.00
28,600.00
34,700.00
35,200.00
78,100.00
163,900.00
12,000.00
4,500.00
71,000.00
117,000.00
100,000.00
113,000.00
1,350,000.00
1,500,000.00
750,000.00
365,000.00
420,000.00
488,000.00
20,000.00
345,000.00
61,000.00
33,500.00
37,000.00
170,000.00
120,000.00
54,000.00
33,000.00
215,000.00
310,000.00
300,000.00
1,800,000.00
165,000.00
16,000.00
20,000.00
18,000.00
60,000.00
51,500.00
m
m
kg
kg
kg
zax
kg
lbr
lbr
m
m
lbr
bh
bh
bh
btg
btg
btg
btg
btg
btg
tube
bh
lbr
lbr
m'
m'
unit
unit
unit
unit
unit
lbr
m'
bh
bh
bh
bh
m
m
bh
m
bh
bh
bh
unit
ikat
bh
bh
bh
bh
bh
Halaman : 684
Pekerjaan
Lokasi
URAIAN PEKERJAAN
VOL
SAT
PEKERJAAN PERSIAPAN
PEKERJAAN PERSIAPAN
1.00
ls
750,000.00
750,000.00
Membersihkan lapangan
1.00
ls
1,000,000.00
1,000,000.00
3
4
Persiapan steiger
Mobilisasi
1.00
1.00
ls
ls
1,000,000.00
1,500,000.00
1,000,000.00
1,500,000.00
4,250,000.00
B
I
1
69.12
m3
44,625.00
3,084,480.00
4.32
17.28
m3
m3
136,650.00
14,875.00
590,328.00
24.00
m3
93,450.00
17.28
m3
358,428.00
2,242,800.00
6,193,635.84
41.58
m3
697,212.00
2
3
257,040.00
28,990,074.96
41,358,358.80
II
1
2
3
PEKERJAAN DINDING
Pasangan dinding bata merah 1pc : 5Ps
Plesteran Dinding 1Pc : 5Ps tebal 15 mm
Acian
Pengecatan dinding
III
PEKERJAAN BETON
305.41
610.82
m2
m2
97,780.00
42,024.00
29,863,185.36
610.82
m2
24,275.00
610.82
m2
22,824.00
14,827,752.60
13,941,446.98
25,669,267.78
84,301,652.71
Bekisting
Kolom praktis beton bertulang 15/15
Adukan 1Pc: 2Ps: 3Kr (K175)
Pembesian (4 12mm, 8mm - 150 mm)
Bekisting
Balok gantung beton bertulang 15/20
Adukan 1Pc: 2Ps: 3Kr (K175)
Pembesian (4 12mm, 8mm - 150 mm)
Bekisting
Ring balok beton bertulang 15/20
Adukan 1Pc: 2Ps: 3Kr (K175)
Pembesian (4 12mm, 8mm - 150 mm)
Bekisting
3.24
m3
1,063,111.43
3,444,481.03
384.48
kg
15,482.50
5,952,711.60
10.80
m2
102,020.00
1,101,816.00
m3
1,063,111.43
3,401,956.57
3.20
746.40
kg
15,482.50
11,556,138.00
16.00
m2
220,260.00
3,524,160.00
0.36
m3
1,063,111.43
382,720.11
93.72
kg
15,482.50
1,451,019.90
2.40
m2
220,260.00
528,624.00
1.17
m3
1,063,111.43
1,243,840.37
327.08
kg
15,482.50
5,064,016.10
3.90
m2
220,260.00
859,014.00
0.54
m3
1,063,111.43
574,080.17
99.18
kg
15,482.50
1,535,554.35
1.35
m2
220,260.00
297,351.00
3.00
m3
1,063,111.43
3,189,334.29
551.00
kg
15,482.50
8,530,857.50
7.50
m2
102,020.00
765,150.00
53,402,824.99
NO
URAIAN PEKERJAAN
IV
1
2
VOL
SAT
19.14
4.00
m1
unit
130,790.00
750,000.00
2,503,320.60
3,000,000.00
1.92
m2
187,000.00
359,040.00
B
1
29.44
m1
130,790.00
3,850,457.60
4.00
unit
750,000.00
3,000,000.00
1.92
m2
187,000.00
359,040.00
C
1
m1
130,790.00
1,872,912.80
2.00
unit
750,000.00
1,500,000.00
1
2
52.24
8.00
m1
unit
130,790.00
465,000.00
6,832,469.60
3,720,000.00
7.87
m2
187,000.00
1,472,064.00
9.27
m1
130,790.00
1,212,423.30
1.00
unit
465,000.00
465,000.00
1.52
m2
187,000.00
284,988.00
9.27
m1
130,790.00
1,212,423.30
1.00
unit
465,000.00
465,000.00
1.52
m2
187,000.00
284,988.00
G
1
101.36
m1
130,790.00
13,256,874.40
18.14
m2
187,000.00
3,392,928.00
1
2
10.16
1.73
m1
m2
130,790.00
187,000.00
1,328,826.40
323,136.00
V
1
PEKERJAAN ATAP
Pasangan rangka atap baja ringan profil C 0,75 mm
3.07
m3
9,056,000.00
27,820,032.00
2.23
m3
8,547,400.00
19,036,769.28
388.44
m2
64,690.00
25,128,265.18
92.00
m1
35,000.00
3,220,000.00
14.50
m2
45,200.00
655,400.00
Pengecatan listplank
38.61
m2
69,915.00
2,699,418.15
VI
PEKERJAAN PLAFOND
330.00
m2
90,311.25
29,802,712.50
330.00
m2
38,334.00
12,650,220.00
Pengecatan plafond
330.00
m2
22,824.00
7,531,920.00
294.00
m1
30,675.00
50,695,892.00
78,559,884.61
9,018,450.00
59,003,302.50
VII
1
2
Pasangan keramik lantai uk. 20x20 anti slip (WC dan tempa
5
VIII
6.90
m3
6.90
m3
136,650.00
911,721.43
942,885.00
6,290,877.86
230.00
m2
180,310.00
41,471,300.00
16.00
m2
184,330.00
2,949,280.00
Pasangan keramik dinding uk. 20x25 corak (WC dan tempat 25.50
m2
199,354.00
5,083,527.00
56,737,869.86
20.00
ttk
69,410.00
1,388,200.00
8.00
4.00
bh
bh
22,410.00
24,410.00
179,280.00
97,640.00
2
3
4.00
bh
20,410.00
81,640.00
Pas. Lampu TL 20 w
10.00
bh
65,000.00
650,000.00
Pas. Lampu SL 18 w
10.00
bh
56,000.00
560,000.00
2,956,760.00
NO
URAIAN PEKERJAAN
IX
Pengadaan perabot
VOL
2.00
SAT
pkt
30,000,000.00
30,000,000.00
PEKERJAAN SANITASI
2
3
XI
PEKERJAAN RABAT
1
2
3
4
7
8
1.00
Unit
2,500,000.00
2,500,000.00
2.00
18.00
Unit
625,980.00
20,088.25
1,251,960.00
361,588.50
8.00
m1
bh
78,455.75
627,646.00
12.00
89,707.50
1,076,490.00
2.00
bh
69,095.00
138,190.00
5,955,874.50
7.56
m3
44,625.00
337,365.00
0.84
1.89
m3
m3
136,650.00
14,875.00
114,786.00
28,113.75
13.44
m3
93,450.00
1,255,968.00
3.36
m3
911,721.43
3,063,384.00
6.30
m3
697,212.00
4,392,435.60
42.00
m2
42,024.00
1,765,008.00
Acian
42.00
m2
24,275.00
1,019,550.00
m1
11,976,610.35
REKAPITULASI
RENCANA ANGGARAN BIAYA ( RAB )
Kegiatan
:
Pekerjaan
:
Lokasi
:
Tahun Anggara :
NO.
(1)
A
JUMLAH HARGA
(Rp)
URAIAN PEKERJAAN
(2)
(3)
PEKERJAAN PERSIAPAN
PEKERJAAN PERSIAPAN
4,250,000.00
Jumlah A
PEKERJAAN PEMBANGUNAN RUANG PRAKTEK SISWA
I
II
41,358,358.80
84,301,652.71
III
PEKERJAAN BETON
53,402,824.99
IV
V
50,695,892.00
78,559,884.61
PEKERJAAN
PEKERJAAN
PEKERJAAN
PEKERJAAN
PEKERJAAN
59,003,302.50
56,737,869.86
2,956,760.00
30,000,000.00
11,976,610.35
VI
VII
VIII
IX
XI
Terbilang :
4,250,000.00
PLAFOND
PENUTUP LANTAI
INSTALASI LISTRIK
PENGADAAN MEUBELAIR
RABAT
Jumlah B
468,993,155.82
473,243,155.82
BIAYA PERENCANAAN
4,160,000.00
BIAYA PENGAWASAN
3,380,000.00
JUMLAH TOTAL
480,783,155.82
JUMLAH DIBULATKAN
480,783,000.00
Lima Ratus Sebelas Juta Tiga Ratus Enam Puluh Ribu Rupiah