DAFTAR HARGA SATUAN BAHAN BANGUNAN
NO A.
MATERIAL
SAT
HARGA (Rp)
AGRE AGREGA GAT T KAS KASAR AR,B ,BAH AHAN AN PERE PEREKA KAT T & BAHA BAHAN N JJAD ADIN INYA YA
1 Pasir Urug
m3
2 Tanah Urug Pilihan
m3
110,000.00 57,857.14
3 Pasir Pasang Kali
m3
220,000.00
4 Pasir Beton
m3
225,000.00
5 Batu Pecah Mesin 1/2
m3
227,000.00
6 Batu Pecah Mesin 2/3
m3
230,000.00
7 Batu Belah Pondasi
m3
150,000.00
8 Batu Koral Beton Kali
m3
170,000.00
9 Batako Kecil 8 x 10 x 20
bh
2,000.00
10 Batako Besar 8 x 20 x 30
bh
2,400.00
11 Con Blok 8 x 20 x 40
bh
5,400.00
12 Bata Merah Bakar kelas I
bh
700.00
13 Bata Merah Bakar kelas II
bh
600.00
14 Semen PC /50 kg
zak
64,000.00
Semen PC /50 kg
kg
1,280.00
15 Semen Putih
zak
92,700.00
16 Semen Warna
kg
12,500.00
18,000.00
B
LABU LABURA RAN, N,PE PENG NGIS ISII DAN DAN ALAT ALATNY NYA A
1
Pl P lamir Tembok
kg
2
Cat Tembok ICI Eksterior ( Beton )
lt
90,000.00
3
Cat Tembok ICI Interior ( Plafon Dan Dinding )
lt
75,000.00
4
Cat Tembok Vinilex
kg
18,000.00
5
Cat Dasar
kg
25,000.00
6
Pelapis Alkali ICI ( Cat Dasar Beton Ekterior )
kg
90,000.00
7
Water Profing Emulsion
ml
70,000.00
8
Water Profing Membrance
bh
62,500.00
9
Rool Cat Tembok
bh
25,000.00
10
Kape Tembok
bh
8,500.00
11
Kwas 3"
bh
8,000.00
12
Me Meni Kayu / Besi
kg
30,400.00
13
Sincromat
kg
40,900.00
14
Cat Kayu Sieve
lt
41,700.00
C
BAHA BAHAN N KAY KAYU U BERI BERIKU KUT T BAH BAHAN AN JADI JADINY NYA A
1
Ba Bambu 5 s.d 7
bt
10,000.00
2
Kayu Balok Albasia
m3
1,650,000.00
3
Kayu Papan Albasia
m3
1,750,000.00
4
Do Dolken 5 s/d 7
bt
14,000.00
5
Do D olken 7 s/d 10
bt
17,000.00
6
Kayu Kaso 4/6
m3
1,872,000.00
7
Kayu Kaso 5/7
m3
1,890,000.00
8
Kayu Papan Terentang
m3
2,000,000.00
9
Kayu Balok Terentang
m3
1,900,000.00
DAFTAR HARGA SATUAN BAHAN BANGUNAN
NO
MATERIAL
SAT
HARGA (Rp)
D
BAHAN PENUTUP RANGKA PLAFOND
1
Gypsum 120 x 240 t= 9 mm ex DN
lbr
2
Cotton Plester
bh
15,000.00
3
lbr
45,000.00
4
GRC (120 x 240) cm, t = 4 mm Cornice Coumpound
zak
75,000.00
5
List gypsum
m'
8,000.00
55,000.00
E
BAHAN KAYU LAPIS
1
Triplek 4 mm 120 x 240
lbr
50,000.00
2
Triplek 9 mm 120 x 240
lbr
105,000.00
3
MultiPlek 9 mm 120 x 240
lbr
110,000.00
4
MultiPlek 12 mm 120 x 240
lbr
132,000.00
m2
48,000.00
F
BAHA BAHAN N LAN LANTA TAII DAN DAN PELA PELAPI PIS S DIND DINDIN ING G
1
Keramik 20 x 20 (KM) KW I DN Corak/Warna /Anti Slip Mulia
2
Keramik 20 x 20 (KM) KW I DN Putih Polos Mulia
m2
42,000.00
3
Keramik 20 x 25 Dinding KM KW I DN Corak Mulia
m2
48,000.00
4
Keramik 30 x 30 KWI DN Putih Polos Mulia
m2
40,000.00
5
Keramik 30 x 30 KWI DN Warna/Corak (ANTI SLIP) Mulia
m2
48,000.00
6
Keramik 40 x 40 KWI DN Putih Polos Mulia
m2
52,000.00
7
Keramik 40 x 40 KWI DN Warna/Corak (ANTI SLIP) Mulia
m2
58,000.00
8
Keramik 20 x 20 (KM) KW I DN Corak/Warna/Anti Slip Roman
m2
75,200.00
9
Keramik 20 x 20 (KM) KW I DN Putih Polos Roman
m2
72,900.00
10
Keramik 20 x 25 Dinding KM KW I DN Corak Roman
m2
75,200.00
11
Keramik 20 x 25 KW I DN Putih Polos Roman
m2
72,900.00
12
Keramik 30 x 30 KW I DN Polos Roman
m2
68,900.00
13
Keramik 30 x 30 KW I DN Warna/Corak (ANTI SLIP) Roman
m2
76,600.00
Keramik 40 x 40 KW I DN Polos setara MULIA
m2
58,000.00
Keramik 40 x 40 KW I DN Warna/Corak (ANTI SLIP) setara MULIA
m2
65,000.00
Keramik 40 x 40 KW I DN Polos Roman
m2
72,500.00
15
Keramik 40 x 40 KW I DN Warna/Corak (ANTI SLIP) Roman
m2
77,000.00
16
Granit Alam LN Ukuran Besar
m2
1,848,400.00
17
Granit Alam LN Ukuran Kecil
m2
1,612,900.00
18
Granit Alam DN Ukuran Besar
m2
1,331,100.00
19
Granit Alam DN Ukuran Kecil
m2
1,299,400.00
20
Granito Tile Essenza Ukuran 40 x 40 Polis
m2
345,000.00
21
Granito Tile Essenza Ukuran 30 x 30
m2
322,800.00
22
Granito Tile Essenza Ukuran 40 x 40 UnPolis
m2
204,900.00
23
Granito Tile Essenza 60 x 60 Polis
m2
358,100.00
24
Granito Tile Essenza 60 x 60 UnPolis
m2
231,800.00
25
Batu Tempel Hitam
m2
96,500.00
G
BAHA BAHAN N SAL SALUR URAN AN AIR AIR KOT KOTOR OR / BER BERSI SIH H
1
Grafel U 20 cm'
m1
44,300.00
2
Grafel U 30 cm'
m1
56,400.00
14
3
Grafel U 40 cm'
m1
74,200.00
4
Buis Beton 20 cm ( 1 M' )
m1
49,200.00
5
Buis Beton 30 cm ( 1 M' )
m1
61,700.00
6
Buis Beton 40 cm ( 1 M' )
m1
80,900.00
7
Buis Beton 50 cm ( 1 M' )
stk
94,300.00
8
Buis Beton 60 cm ( 1 M' )
stk
130,900.00
9
Buis Beton 100 cm ( 0.50 M' )
stk
299,800.00
10
Buis Beton 80 cm ( 0.50 M' )
stk
298,500.00
DAFTAR HARGA SATUAN BAHAN BANGUNAN
NO
MATERIAL
SAT
HARGA (Rp)
H
BAHAN LOGAM DAN BAHAN JADINYA
1
Besi Beton U-24 Rata-rata
kg
10,000.00
2
Besi Beton U-39 / U-32 Rata-rata
kg
10,000.00
3
Kawat Beton
kg
18,000.00
4
Wiremesh M8
m2
51,900.00
5
Wiremesh M6
m2
37,000.00
kg
20,000.00
J
BAHAN PAKU DAN MUR BAUT
1
Paku 1/2" s/d 2"
2
Paku 2" s/d 5"
kg
15,000.00
3
Paku 8 cm s/d 15 cm
kg
15,000.00
K
BAHAN PERPIPAAN
M
BAHAN PENUTUP ATAP
1
Genteng Keramik Natural Intan 14.5 / m2
m2
112,400.00
2
Genteng Keramik Glasur Standard 14.5 /m2
m2
142,200.00
3
Genteng Keramik Glasur Special 14.5 /m2
m2
139,300.00
4
Genteng Keramik Glasur Premium 14.5 /m2
m2
145,100.00
5
Genteng Murando Natural 1m2 = 18 bh
bh
2,700.00
6
Genteng Murando Glasur 1m2 = 18 bh
bh
4,000.00
7
Bubung Murando Natural
bh
7,500.00
8
Bubung Murando Glasur
bh
10,700.00
9
Bubungan Genteng Keramik
bh
10,000.00
A. ANALISA HARGA SATUAN PEKERJAAN PERSIAPAN A-04
1 M2 Pengukuran Dan Pasang Bouwplank
-
Kayu kaso 5/7
M3
0.0120
1,650,000.00
-
Paku Biasa 2" - 5"
Kg
0.0200
15,000.00
300.00
-
Kayu papan albasia
M3
0.0070
1,750,000.00
12,250.00
-
Pekerja
Oh
0.1000
50,000.00
5,000.00
-
Tukang Kayu
Oh
0.1000
60,000.00
6,000.00
-
Kepala Tukang
Oh
0.0100
70,000.00
700.00
-
Mandor
Oh
0.0050
75,000.00
375.00
Jumlah
19,800.00
44,425.00
Dibulatkan
44,425.00
B. ANALISA HARGA SATUAN PEKERJAAN TANAH No. B-01
URAIAN
SATUAN
VOLUME
HARGA SATUAN
HARGA
(Rp)
(Rp)
1 M3 Galian Tanah Biasa sedalam 1 m
-
Pekerja
Oh
0.4000
50,000.00
20,000.00
-
Mandor
Oh
0.0400
75,000.00
3,000.00
Jumlah
23,000.00
Dibulatkan B-02
23,000.00
1 M3 Galian Tanah Biasa Sedalam 2 m
-
Pekerja
Oh
0.5260
50,000.00
26,300.00
-
Mandor
Oh
0.0520
75,000.00
3,900.00
Jumlah
30,200.00
Dibulatkan B-08
30,200.00
1 M3 Urugan Kembali
-
Pekerja
Oh
0.1920
50,000.00
9,600.00
-
Mandor
Oh
0.0190
75,000.00
1,425.00
Jumlah
11,025.00
Dibulatkan B-10
11,025.00
1 M3 Urugaan Pasir
-
Pasir Urug
M3
1.2000
110,000.00
132,000.00
-
Pekerja
Oh
0.3000
50,000.00
15,000.00
-
Mandor
Oh
0.0100
75,000.00
750.00
Jumlah
147,750.00
Dibulatkan B-13
147,750.00
1 M3 Urugan Tanah Pilihan
-
Tanah urug pilihan
M3
1.2000
57,857.14
69,428.57
-
Pekerja
Oh
0.2500
50,000.00
12,500.00
-
Mandor
Oh
0.0250
75,000.00
1,875.00
Jumlah Dibulatkan
83,803.57 83,804.00
C. ANALISA HARGA SATUAN PEKERJAAN PONDASI C-03
1 M3 Pasang Pondasi Batu kali adk 1pc : 5ps
-
Batu Belah
M3
1.1000
150,000.00
165,000.00
-
Semen Portland
Kg
136.0000
1,280.00
174,080.00
-
Pasir Pasang
M3
0.5440
220,000.00
119,680.00
-
Pekerja
Oh
1.5000
50,000.00
75,000.00
-
Tukang Batu
Oh
0.6000
60,000.00
36,000.00
-
Kepala Tukang
Oh
0.0600
70,000.00
4,200.00
-
Mandor
Oh
0.0750
75,000.00
5,625.00
Jumlah
579,585.00
Dibulatkan C-04
579,585.00
1 M3 Pasang Pondasi Batu Kosong (aanstamping)
-
Batu Belah
M3
1.2000
150,000.00
180,000.00
-
Pasir Urug
M3
0.3000
110,000.00
33,000.00
-
Pekerja
Oh
0.7800
50,000.00
39,000.00
-
Tukang Batu
Oh
0.3900
60,000.00
23,400.00
-
Kepala Tukang
Oh
0.0390
70,000.00
2,730.00
-
Mandor
Oh
0.0390
75,000.00
2,925.00
Jumlah
281,055.00
Dibulatkan
281,055.00
D. ANALISA HARGA SATUAN PEKERJAAN BETON No. D-01
URAIAN
SATUAN
VOLUME
HARGA SATUAN
HARGA
(Rp)
(Rp)
1 M3 Membuat Beton Tumbuk adk 1pc:3ps:5kr
-
Semen Portland
Kg
218.0000
1,280.00
279,040.00
-
Pasir Beton
M3
0.5200
225,000.00
117,000.00
-
Batu Pecah Mesin 2/3
M3
0.8700
230,000.00
200,100.00
-
Pekerja
Oh
1.6500
50,000.00
82,500.00
-
Tukang Batu
Oh
0.2500
60,000.00
15,000.00
-
Kepala Tukang
Oh
0.0250
70,000.00
1,750.00
-
Mandor
Oh
0.0800
75,000.00
6,000.00
Jumlah
701,390.00
Dibulatkan D-02
701,390.00
1 M3 Membuat Beton Tumbuk adk 1pc:3ps:6kr
-
Semen Portland
Kg
197.0000
1,280.00
252,160.00
-
Pasir Beton
M3
0.4700
225,000.00
105,750.00
-
Batu Pecah Mesin 2/3
M3
0.9400
230,000.00
216,200.00
-
Pekerja
Oh
1.6500
50,000.00
82,500.00
-
Tukang Batu
Oh
0.2500
60,000.00
15,000.00
-
Kepala Tukang
Oh
0.0250
70,000.00
1,750.00
-
Mandor
Oh
0.0800
75,000.00
6,000.00
Jumlah Dibulatkan
679,360.00 679,360.00
D-03
1 M3 Membuat Beton Tumbuk 1pc:2ps:3kr
-
Semen Portland
Kg
336.0000
1,280.00
430,080.00
-
Pasir Beton
M3
0.5400
225,000.00
121,500.00
-
Batu Pecah Mesin 2/3
M3
0.8100
230,000.00
186,300.00
-
Pekerja
Oh
2.0000
50,000.00
100,000.00
-
Tukang Batu
Oh
0.3500
60,000.00
21,000.00
-
Kepala Tukang
Oh
0.0350
70,000.00
2,450.00
-
Mandor
Oh
1.0000
75,000.00
75,000.00
Jumlah
936,330.00
Dibulatkan D-07
936,330.00
1 Kg Pembesian Dengan Besi Polos/ulir
-
Besi Beton ( Polos / Ulir )
Kg
1.0500
10,000.00
10,500.00
-
Kawat Beton
Kg
0.0150
18,000.00
270.00
-
Pekerja
Oh
0.0070
50,000.00
350.00
-
Tukang Besi
Oh
0.0070
60,000.00
420.00
-
Kepala Tukang
Oh
0.0007
70,000.00
49.00
-
Mandor
Oh
0.0003
75,000.00
22.50
Jumlah
11,611.50
Dibulatkan D-08
11,612.00
1 M2 Pasang Bekesting Untuk Pondasi
-
Kayu papan terentang
M3
0.0400
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
0.3000
-
Minyak Bekisting
Ltr
-
Pekerja
Oh
0.3000
50,000.00
15,000.00
-
Tukang Kayu
Oh
0.2600
60,000.00
15,600.00
-
Kepala Tukang
Oh
0.0260
70,000.00
1,820.00
-
Mandor
Oh
0.0050
75,000.00
375.00
18,000.00 55,000.00
Jumlah
5,400.00 -
118,195.00
Dibulatkan D-09
80,000.00
118,195.00
1 M2 Pasang Bekisting Untuk Sloof
-
Kayu papan terentang
M3
0.0450
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
0.3000
-
Minyak Bekisting
Ltr
-
Pekerja
Oh
0.3000
50,000.00
15,000.00
-
Tukang Kayu
Oh
0.2600
60,000.00
15,600.00
-
Kepala Tukang
Oh
0.0260
70,000.00
1,820.00
-
Mandor
Oh
0.0050
75,000.00
375.00
Jumlah Dibulatkan
18,000.00 55,000.00
90,000.00 5,400.00 -
128,195.00 128,195.00
D-10
1 M2 Pasang Bekesting Untuk Kolom
-
Kayu papan terentang
M3
0.0400
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
0.4000
-
Minyak Bekisting
Ltr
-
Kayu balok terentang
M3
0.0150
1,900,000.00
28,500.00
-
MultiPlek 9 mm 120 x 240
Lbr
0.3500
110,000.00
38,500.00
-
Dolken Ø-8-10/4m
Btg
2.0000
17,000.00
34,000.00
-
Pekerja
Oh
0.3000
50,000.00
15,000.00
-
Tukang Kayu
Oh
0.3300
60,000.00
19,800.00
-
Kepala Tukang
Oh
0.0330
70,000.00
2,310.00
-
Mandor
Oh
0.0060
75,000.00
450.00
18,000.00 55,000.00
Jumlah
-
225,760.00
1 M2 Pasang Bekesting Untuk Balok
-
Kayu papan terentang
M3
0.0400
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
0.4000
-
Minyak Bekisting
Ltr
-
Kayu balok terentang
M3
0.0180
1,900,000.00
34,200.00
-
Multyplek 9 mm
Lbr
0.3500
110,000.00
38,500.00
-
Dolken Ø-8-10/4m
Btg
2.0000
17,000.00
34,000.00
-
Pekerja
Oh
0.3000
50,000.00
15,000.00
-
Tukang Kayu
Oh
0.3300
60,000.00
19,800.00
-
Kepala Tukang
Oh
0.0330
70,000.00
2,310.00
-
Mandor
Oh
0.0060
75,000.00
450.00
18,000.00 55,000.00
Jumlah
80,000.00 7,200.00 -
231,460.00
Dibulatkan D-12
7,200.00
225,760.00
Dibulatkan D-11
80,000.00
231,460.00
1 M2 Pasang Bekesting Untuk Lantai
-
Kayu papan terentang
M3
0.0400
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
0.4000
18,000.00
7,200.00
-
Minyak Bekisting
Ltr
0.2000
55,000.00
11,000.00
-
Kayu balok terentang
M3
0.0150
1,900,000.00
28,500.00
-
Multyplek 9 mm
Lbr
0.3500
110,000.00
38,500.00
-
Dolken Ø-8-10/4m
Btg
6.0000
17,000.00
102,000.00
-
Pekerja
Oh
0.3000
50,000.00
15,000.00
-
Tukang Kayu
Oh
0.3300
60,000.00
19,800.00
-
Kepala Tukang
Oh
0.0330
70,000.00
2,310.00
-
Mandor
Oh
0.0060
75,000.00
450.00
Jumlah Dibulatkan
80,000.00
304,760.00 304,760.00
D-13
1 M2 Pasang Bekesting Untuk Tangga
-
Kayu papan terentang
M3
0.0300
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
0.4000
18,000.00
7,200.00
-
Minyak Bekisting
Ltr
0.1500
55,000.00
8,250.00
-
Kayu balok terentang
M3
0.0150
1,900,000.00
28,500.00
-
Multyplek 9 mm
Lbr
0.3500
110,000.00
38,500.00
-
Dolken Ø-8-10/4m
Btg
2.0000
17,000.00
34,000.00
-
Pekerja
Oh
0.3200
50,000.00
16,000.00
-
Tukang Kayu
Oh
0.3300
60,000.00
19,800.00
-
Kepala Tukang
Oh
0.0330
70,000.00
2,310.00
-
Mandor
Oh
0.0060
75,000.00
450.00
Jumlah
215,010.00
Dibulatkan D-14
215,010.00
1 M3 Membuat Beton Cor Mutu K-225
-
Semen Portland
Kg
388.0000
1,280.00
496,640.00
-
Pasir Beton
m3
0.6500
225,000.00
146,250.00
-
Koral Beton 2/3
M3
0.6500
230,000.00
149,500.00
-
Air
ltr
215.0000
3.00
645.00
-
Pekerja
Oh
6.0000
50,000.00
300,000.00
-
Tukang Batu
Oh
1.0000
60,000.00
60,000.00
-
Kepala Tukang
Oh
0.1000
70,000.00
7,000.00
-
Mandor
Oh
0.3000
75,000.00
22,500.00
Jumlah
1,182,535.00
Dibulatkan D-42
1,182,535.00
1 M3 Membuat Beton Cor Mutu K-200
-
Semen Portland
Kg
352.0000
1,280.00
450,560.00
-
Pasir Beton
M3
0.4569
225,000.00
102,796.88
-
Koral Beton 2/3
M3
0.6873
230,000.00
158,086.67
-
Pekerja
Oh
1.6500
50,000.00
82,500.00
-
Tukang Batu
Oh
0.2750
60,000.00
16,500.00
-
Kepala Tukang
Oh
0.0280
70,000.00
1,960.00
-
Mandor
Oh
0.0830
75,000.00
6,225.00
Jumlah
818,628.54
Dibulatkan D-43
60,000.00
818,629.00
1 M3 Membuat Beton Cor Mutu K-250
-
Semen Portland
Kg
384.0000
1,280.00
491,520.00
-
Pasir Beton
M3
0.4325
225,000.00
97,312.50
-
Koral Beton 2/3
M3
0.6927
230,000.00
159,313.33
-
Pekerja
Oh
1.6500
50,000.00
82,500.00
-
Tukang Batu
Oh
0.2750
60,000.00
16,500.00
-
Kepala Tukang
Oh
0.0280
70,000.00
1,960.00
-
Mandor
Oh
0.0830
75,000.00
6,225.00
Jumlah Dibulatkan
855,330.83 855,331.00
D-15
1 M3 Membuat Beton Cor Mutu K-275
-
Semen Portland
Kg
400.0000
1,280.00
512,000.00
-
Pasir Beton
M3
0.4000
225,000.00
90,000.00
-
Koral Beton 2/3
M3
0.8200
230,000.00
188,600.00
-
Air
ltr
215.0000
3.00
645.00
-
Pekerja
Oh
6.0000
50,000.00
300,000.00
-
Tukang Batu
Oh
1.0000
60,000.00
60,000.00
-
Kepala Tukang
Oh
0.1000
70,000.00
7,000.00
-
Mandor
Oh
0.3000
75,000.00
22,500.00
Jumlah
1,180,745.00
Dibulatkan D-16
1,180,745.00
1 M3 Pondasi Beton Tulang (150 kg besi + bekisting)
-
Kayu papan terentang
M3
0.2000
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
1.5000
-
Minyak Bekisting
Ltr
-
Besi Beton
Kg
150.0000
11,612.00
1,741,800.00
-
Kawat Beton
Kg
2.2500
18,000.00
40,500.00
-
Semen Portland
Kg
323.0000
1,280.00
413,440.00
-
Pasir Beton
M3
0.5200
225,000.00
117,000.00
-
Koral Beton 2/3
M3
0.7800
230,000.00
179,400.00
-
Pekerja
Oh
3.9000
50,000.00
195,000.00
-
Tukang Batu
Oh
0.3500
60,000.00
21,000.00
-
Tukang Kayu
Oh
1.0400
60,000.00
62,400.00
-
Tukang Besi
Oh
1.0500
60,000.00
63,000.00
-
Kepala Tukang
Oh
0.2450
70,000.00
17,150.00
-
Mandor
Oh
0.1650
75,000.00
12,375.00
18,000.00 55,000.00
Jumlah
400,000.00 27,000.00 -
3,290,065.00
Dibulatkan
3,290,065.00
1 M3 Sloof Beton Tulang 20/40 (240 kg besi + bekisting) Struktur bertingkat
-
Kayu papan terentang
M3
0.2700
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
2.0000
18,000.00
36,000.00
-
Minyak Bekisting
Ltr
0.6000
55,000.00
33,000.00
-
Besi Beton
Kg
240.0000
11,612.00
2,786,880.00
-
Kawat Beton
Kg
3.0000
18,000.00
54,000.00
-
Semen Portland
Kg
323.0000
1,280.00
413,440.00
-
Pasir Beton
M3
0.5200
225,000.00
117,000.00
-
Koral Beton 2/3
M3
0.7800
230,000.00
179,400.00
-
Pekerja
Oh
4.8500
50,000.00
242,500.00
-
Tukang Batu
Oh
0.3500
60,000.00
21,000.00
-
Tukang Kayu
Oh
1.5600
60,000.00
93,600.00
-
Tukang Besi
Oh
1.4000
60,000.00
84,000.00
-
Kepala Tukang
Oh
0.3310
70,000.00
23,170.00
-
Mandor
Oh
0.1700
75,000.00
12,750.00
Jumlah Dibulatkan
540,000.00
4,636,740.00 4,636,740.00
1 M3 Kolom Beton Tulang 30/30 (175 kg besi + bekisting) Struktur bertingkat 8dia.16, 8-15
-
Kayu papan terentang
M3
0.4000
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
4.0000
-
Minyak Bekisting
Ltr
-
Besi Beton
Kg
175.0000
11,612.00
2,032,100.00
-
Kawat Beton
Kg
1.8000
18,000.00
32,400.00
-
Semen Portland
Kg
323.0000
1,280.00
413,440.00
-
Pasir Beton
M3
0.5200
225,000.00
117,000.00
-
Koral Beton 2/3
M3
0.7800
230,000.00
179,400.00
-
Kayu Balok Terentang
M3
0.1500
1,900,000.00
285,000.00
-
Multyplek 9 mm
Lbr
3.5000
110,000.00
385,000.00
-
Dolken Ø-8-10/4m
Btg
20.0000
17,000.00
340,000.00
-
Pekerja
Oh
7.3000
50,000.00
365,000.00
-
Tukang Batu
Oh
0.3500
60,000.00
21,000.00
-
Tukang Kayu
Oh
3.3000
60,000.00
198,000.00
-
Tukang Besi
Oh
2.1000
60,000.00
126,000.00
-
Kepala Tukang
Oh
0.5700
70,000.00
39,900.00
-
Mandor
Oh
0.2500
75,000.00
18,750.00
15,000.00 55,000.00
Jumlah
800,000.00 60,000.00 -
5,412,990.00
Dibulatkan
5,412,990.00
1 M3 Kolom Beton Tulang Praktis 12/12 (175 kg besi + bekisting)
-
Kayu papan terentang
M3
0.4000
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
4.0000
-
Minyak Bekisting
Ltr
-
Besi Beton
Kg
175.0000
11,612.00
2,032,100.00
-
Kawat Beton
Kg
1.8000
18,000.00
32,400.00
-
Semen Portland
Kg
323.0000
1,280.00
413,440.00
-
Pasir Beton
M3
0.5200
225,000.00
117,000.00
-
Koral Beton 2/3
M3
0.7800
230,000.00
179,400.00
-
Kayu Balok Terentang
M3
1,900,000.00
-
-
Multyplek 9 mm
Lbr
110,000.00
-
-
Dolken Ø-8-10/4m
Btg
20.0000
17,000.00
340,000.00
-
Pekerja
Oh
7.3000
50,000.00
365,000.00
-
Tukang Batu
Oh
0.3500
60,000.00
21,000.00
-
Tukang Kayu
Oh
3.3000
60,000.00
198,000.00
-
Tukang Besi
Oh
2.1000
60,000.00
126,000.00
-
Kepala Tukang
Oh
0.5700
70,000.00
39,900.00
-
Mandor
Oh
0.2500
75,000.00
18,750.00
15,000.00 55,000.00
Jumlah
800,000.00 60,000.00 -
4,742,990.00
Dibulatkan
4,742,990.00
1 M3 Balok Beton Tulang 25/55 (140 kg besi + bekisting) Struktur bertingkat 8dia.16 +2dia.12, 8-15
-
Kayu papan terentang
M3
0.3200
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
3.2000
-
Minyak Bekisting
Ltr
-
Besi Beton
Kg
140.0000
11,612.00
1,625,680.00
-
Kawat Beton
Kg
3.0000
18,000.00
54,000.00
-
Semen Portland
Kg
323.0000
1,280.00
413,440.00
-
Pasir Beton
M3
0.5200
225,000.00
117,000.00
-
Koral Beton 2/3
M3
0.7800
230,000.00
179,400.00
-
Kayu Balok Terentang
M3
0.1400
1,900,000.00
266,000.00
-
Multyplek 9 mm
Lbr
2.8000
110,000.00
308,000.00
-
Dolken Ø-8-10/4m
Btg
16.0000
17,000.00
272,000.00
15,000.00 55,000.00
640,000.00 48,000.00 -
-
Pekerja
Oh
5.9600
50,000.00
298,000.00
-
Tukang Batu
Oh
0.3500
60,000.00
21,000.00
-
Tukang Kayu
Oh
2.8000
60,000.00
168,000.00
-
Tukang Besi
Oh
1.4000
60,000.00
84,000.00
-
Kepala Tukang
Oh
0.4550
70,000.00
31,850.00
-
Mandor
Oh
0.2080
75,000.00
15,600.00
Jumlah
4,541,970.00
Dibulatkan
4,541,970.00
1 M3 Balok Beton Tulang 20/30 (200 kg besi + bekisting) Struktur bertingkat 6dia. 16, 8-15
-
Kayu papan terentang
M3
0.3200
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
3.2000
-
Minyak Bekisting
Ltr
-
Besi Beton
Kg
200.0000
11,612.00
2,322,400.00
-
Kawat Beton
Kg
3.0000
18,000.00
54,000.00
-
Semen Portland
Kg
323.0000
1,280.00
413,440.00
-
Pasir Beton
M3
0.5200
225,000.00
117,000.00
-
Koral Beton 2/3
M3
0.7800
230,000.00
179,400.00
-
Kayu Balok Terentang
M3
0.1400
1,900,000.00
266,000.00
-
Multyplek 9 mm
Lbr
2.8000
110,000.00
308,000.00
-
Dolken Ø-8-10/4m
Btg
16.0000
17,000.00
272,000.00
-
Pekerja
Oh
5.9600
50,000.00
298,000.00
-
Tukang Batu
Oh
0.3500
60,000.00
21,000.00
-
Tukang Kayu
Oh
2.8000
60,000.00
168,000.00
-
Tukang Besi
Oh
1.4000
60,000.00
84,000.00
-
Kepala Tukang
Oh
0.4550
70,000.00
31,850.00
-
Mandor
Oh
0.2080
75,000.00
15,600.00
15,000.00 55,000.00
Jumlah
640,000.00 48,000.00 -
5,238,690.00
Dibulatkan
5,238,690.00
1 M3 Balok Beton Lintel 11/11 (300 kg besi + bekisting) 4dia.10 8-15
-
Kayu papan terentang
M3
0.4000
2,000,000.00
-
Paku Biasa 2" - 5"
Kg
4.0000
-
Minyak Bekisting
Ltr
-
Besi Beton
Kg
300.0000
11,612.00
3,483,600.00
-
Kawat Beton
Kg
1.8000
18,000.00
32,400.00
-
Semen Portland
Kg
323.0000
1,280.00
413,440.00
-
Pasir Beton
M3
0.5200
225,000.00
117,000.00
-
Koral Beton 2/3
M3
0.7800
230,000.00
179,400.00
-
Kayu Balok Terentang
M3
1,900,000.00
-
-
Multyplek 9 mm
Lbr
110,000.00
-
-
Dolken Ø-8-10/4m
Btg
20.0000
17,000.00
340,000.00
-
Pekerja
Oh
7.3000
50,000.00
365,000.00
-
Tukang Batu
Oh
0.3500
60,000.00
21,000.00
-
Tukang Kayu
Oh
3.3000
60,000.00
198,000.00
-
Tukang Besi
Oh
2.1000
60,000.00
126,000.00
-
Kepala Tukang
Oh
0.5700
70,000.00
39,900.00
-
Mandor
Oh
0.2500
75,000.00
18,750.00
15,000.00 55,000.00
Jumlah
60,000.00 -
6,194,490.00
Dibulatkan D-29
800,000.00
6,194,490.00
1 M3 Tangga Beton Tulang (200 kg besi + bekisting)
-
Kayu papan terentang
M3
0.2500
2,000,000.00
500,000.00
-
Paku Biasa 2" - 5"
Kg
3.0000
15,000.00
45,000.00
-
Minyak Bekisting
Ltr
1.2000
55,000.00
66,000.00
-
Besi Beton
Kg
200.0000
11,612.00
2,322,400.00
-
Kawat Beton
Kg
3.0000
18,000.00
54,000.00
-
Semen Portland
Kg
323.0000
1,280.00
413,440.00
-
Pasir Beton
M3
0.5200
225,000.00
117,000.00
-
Koral Beton 2/3
M3
0.7800
230,000.00
179,400.00
-
Kayu Balok Terentang
M3
0.1050
1,900,000.00
199,500.00
-
Multyplek 9 mm
Lbr
2.5000
110,000.00
275,000.00
-
Dolken Ø-8-10/4m
Btg
14.0000
17,000.00
238,000.00
-
Pekerja
Oh
5.6000
50,000.00
280,000.00
-
Tukang Batu
Oh
0.3500
60,000.00
21,000.00
-
Tukang Kayu
Oh
2.3000
60,000.00
138,000.00
-
Tukang Besi
Oh
1.4000
60,000.00
84,000.00
-
Kepala Tukang
Oh
0.4050
70,000.00
28,350.00
-
Mandor
Oh
0.2020
75,000.00
15,150.00
Jumlah
4,976,240.00
Dibulatkan D-31
4,976,240.00
1 M3 Pelat Lantai Beton Tulang T= 12 cm (110 kg besi + bekisting) dia.8-12,5 -
Beton bertulang ad. 1Pc : 2Ps : 3Kr
M3
1.0000
855,331.00
855,331.00
-
Floor Deck / Bondek
M2
9.1667
149,500.00
1,370,416.67
-
Wire Mesh M-8
M2
9.1667
51,587.30
472,883.60
-
Alat Bantu
ls
1.0000
5,000.00
5,000.00
Jumlah
2,703,631.26
Dibulatkan
2,703,631.00
1 M3 Pelat Lantai Beton Tulang T= 12 cm (130 kg besi + bekisting) dia.10-20
-
Beton bertulang ad. 1Pc : 2Ps : 3Kr
M3
1.0000
855,331.00
855,331.00
-
Pasang Bekisting untuk lantai
M2
8.3300
149,500.00
1,245,335.00
-
Besi Beton Polos
Kg
130.0000
5,000.00
650,000.00
Jumlah
2,750,666.00
Dibulatkan D-30
2,750,666.00
1 M3 Pelat Lantai Beton Tulang T= 10 cm (90 kg besi + bekisting)
-
Beton tulang ad. 1Pc : 2Ps : 3Kr
M3
1.0000
855,331.00
855,331.00
-
Pasang Bekisting untuk lantai
M2
10.0000
149,500.00
1,495,000.00
-
Besi Beton Polos
Kg
90.0000
5,000.00
450,000.00
Jumlah Dibulatkan
2,800,331.00 2,800,331.00
E. ANALISA HARGA SATUAN PEKERJAAN DINDING E-06
1 M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 5ps
-
Bata Merah
Bh
70.0000
700.00
49,000.00
-
Semen Portland
Kg
9.6800
1,280.00
12,390.40
-
Pasir Pasang
M3
0.0450
220,000.00
9,900.00
-
Pekerja
Oh
0.3200
50,000.00
16,000.00
-
Tukang Batu
Oh
0.1000
60,000.00
6,000.00
-
Kepala Tukang
Oh
0.0100
70,000.00
700.00
-
Mandor
Oh
0.0150
75,000.00
1,125.00
Jumlah
95,115.40
Dibulatkan F-06
95,115.00
1 M2 Plesteran adk. 1pc:5ps tebal 20 mm
-
Semen Portland
Kg
7.2900
1,280.00
9,331.20
-
Pasir Pasang
M3
0.0260
220,000.00
5,720.00
-
Pekerja
Oh
0.2500
50,000.00
12,500.00
-
Tukang Batu
Oh
0.2000
60,000.00
12,000.00
-
Kepala Tukang
Oh
0.0200
70,000.00
1,400.00
-
Mandor
Oh
0.0125
75,000.00
937.50
Jumlah
41,888.70
Dibulatkan
41,889.00
1 M2 Plesteran adk. 1pc:5ps tebal 15 mm + Acian
-
Semen Portland
Kg
4.3200
1,280.00
5,529.60
-
Pasir Pasang
M3
0.0220
220,000.00
4,840.00
-
Pekerja
Oh
0.2000
50,000.00
10,000.00
-
Tukang Batu
Oh
0.1500
60,000.00
9,000.00
-
Kepala Tukang
Oh
0.0150
70,000.00
1,050.00
-
Mandor
Oh
0.0100
75,000.00
750.00
Jumlah
31,169.60
Dibulatkan F-09
31,170.00
1 M2 Plesteran Beton adk. 1pc : 3ps Tebal 15 mm
-
Semen Portland
Kg
7.0700
1,280.00
9,049.60
-
Pasir Pasang
M3
0.0210
220,000.00
4,620.00
-
Pekerja
Oh
0.2600
50,000.00
13,000.00
-
Tukang Batu
Oh
0.2000
60,000.00
12,000.00
-
Kepala Tukang
Oh
0.0200
70,000.00
1,400.00
-
Mandor
Oh
0.0130
75,000.00
975.00
Jumlah
41,044.60
Dibulatkan
41,045.00
I. ANALISA HARGA SATUAN PEKERJAAN PENUTUP LANTAI DAN DINDING I-06
1 M2 Lantai Keramik corak 20 x 20 cm setara Mulia
-
Keramik corak 20 x 20 cm
m2
1.0000
48,000.00
48,000.00
-
Semen portland
Kg
8.0000
1,280.00
10,240.00
-
Pasir pasang
M3
0.0215
220,000.00
4,730.00
-
Semen warna
Kg
0.0130
12,500.00
162.50
-
Pekerja
Oh
0.2500
50,000.00
12,500.00
-
Tukang batu
Oh
0.1200
60,000.00
7,200.00
-
Kepala tukang
Oh
0.0120
70,000.00
840.00
-
Mandor
Oh
0.0125
75,000.00
937.50
Jumlah
84,610.00
Dibulatkan I-07
84,610.00
1 M2 Lantai Keramik polos 30 x 30 cm setara Mulia
-
Keramik polos 30 x 30 cm
m2
1.0000
40,000.00
40,000.00
-
Semen portland
Kg
8.0000
1,280.00
10,240.00
-
Pasir pasang
M3
0.0215
220,000.00
4,730.00
-
Semen warna
Kg
0.0130
12,500.00
162.50
-
Pekerja
Oh
0.2500
50,000.00
12,500.00
-
Tukang batu
Oh
0.1200
60,000.00
7,200.00
-
Kepala tukang
Oh
0.0120
70,000.00
840.00
-
Mandor
Oh
0.0125
75,000.00
937.50
Jumlah
76,610.00
Dibulatkan I-08
76,610.00
1 M2 Lantai Keramik corak 30 x 30 cm Setara Mulia
-
Keramik corak 30 x 30 cm
m2
1.0000
48,000.00
48,000.00
-
Semen portland
Kg
8.0000
1,280.00
10,240.00
-
Pasir pasang
M3
0.0215
220,000.00
4,730.00
-
Semen warna
Kg
0.0130
12,500.00
162.50
-
Pekerja
Oh
0.2500
50,000.00
12,500.00
-
Tukang batu
Oh
0.1200
60,000.00
7,200.00
-
Kepala tukang
Oh
0.0120
70,000.00
840.00
-
Mandor
Oh
0.0125
75,000.00
937.50
Jumlah
84,610.00
Dibulatkan I-09
84,610.00
1 M2 Lantai Keramik polos 40 x 40 cm Setara Mulia
-
Keramik polos 40 x 40 cm
m2
1.0000
58,000.00
58,000.00
-
Semen portland
Kg
8.0000
1,280.00
10,240.00
-
Pasir pasang
M3
0.0215
220,000.00
4,730.00
-
Semen warna
Kg
0.0130
12,500.00
162.50
-
Pekerja
Oh
0.2500
50,000.00
12,500.00
-
Tukang batu
Oh
0.1200
60,000.00
7,200.00
-
Kepala tukang
Oh
0.0120
70,000.00
840.00
-
Mandor
Oh
0.0125
75,000.00
937.50
Jumlah
94,610.00
Dibulatkan I-10
94,610.00
1 M2 Lantai Keramik corak 40 x 40 cm Setara Mulia
-
Keramik corak 40 x 40 cm
m2
1.0000
65,000.00
65,000.00
-
Semen portland
Kg
8.0000
1,280.00
10,240.00
-
Pasir pasang
M3
0.0215
220,000.00
4,730.00
-
Semen warna
Kg
0.0130
12,500.00
162.50
-
Pekerja
Oh
0.2500
50,000.00
12,500.00
-
Tukang batu
Oh
0.1200
60,000.00
7,200.00
-
Kepala tukang
Oh
0.0120
70,000.00
840.00
-
Mandor
Oh
0.0125
75,000.00
937.50
Jumlah
101,610.00
Dibulatkan
101,610.00
N. ANALISA HARGA SATUAN PEKERJAAN PENGECATAN N-07
1 M2 Pengecatan Tembok Baru Setara ICI
-
Plamir tembok
Kg
0.1000
18,000.00
1,800.00
-
Cat dasar
Kg
0.1000
25,000.00
2,500.00
-
Cat penutup 2x setara ICI
Kg
0.2600
75,000.00
19,500.00
-
Pekerja
Oh
0.0200
50,000.00
1,000.00
-
Tukang cat
Oh
0.0630
60,000.00
3,780.00
-
Kepala tukang
Oh
0.0063
70,000.00
441.00
-
Mandor
Oh
0.0025
75,000.00
187.50
Jumlah
29,208.50
Dibulatkan N-10
29,209.00
1 M2 Pengecatan Plafond ( 3x ) Setara Vinilex
-
Cat tembok setara Vinilex
Kg
0.2000
18,000.00
3,600.00
-
Plamir tembok
Kg
0.1600
18,000.00
2,880.00
-
Rol cat
Bh
0.0100
25,000.00
250.00
-
Steger werk
Ls
1.0000
1,000.00
1,000.00
-
Ampelas
Lbr
0.5000
5,000.00
2,500.00
-
Pekerja
Oh
0.2000
50,000.00
10,000.00
-
Tukang cat
Oh
0.3000
60,000.00
18,000.00
-
Kepala tukang
Oh
0.0300
70,000.00
2,100.00
-
Mandor
Oh
0.0100
75,000.00
Jumlah
41,080.00
Dibulatkan N-15r'
750.00 41,080.00
1 M2 Pengecatan Tembok Baru Setara Vinilex (3 x laburan)
-
Plamir tembok
Kg
0.1000
18,000.00
1,800.00
-
Cat dasar
Kg
0.1000
25,000.00
2,500.00
-
Cat penutup 3x setara vinilex
Kg
0.3900
18,000.00
7,020.00
-
Pekerja
Oh
0.0300
50,000.00
1,500.00
-
Tukang cat
Oh
0.0945
60,000.00
5,670.00
-
Kepala tukang
Oh
0.0095
70,000.00
665.00
-
Mandor
Oh
0.0038
75,000.00
285.00
Jumlah Dibulatkan
19,440.00 19,440.00
REKAPITULASI RENCANA ANGGARAN BIAYA ( RAB ) PEKERJAAN LOKASI TAHUN
: PEMBANGUNAN MESJID YAYASAN FATHAN MUBIINA : CIAWI - BOGOR : 2012
URAIAN PEKERJAAN
NO.
JUMLAH HARGA
a. A.
b. PEKERJAAN LANTAI DASAR (lantai 1)
I.
PEKERJAAN PERSIAPAN
Rp
533,100.00
II
PEKERJAAN GALIAN DAN URUGAN
Rp
15,529,938.24
III
PEKERJAAN BETON STRUKTUR
Rp 126,811,519.97
IV
PEKERJAAN PASANGAN
Rp
36,708,927.15
V
PEKERJAAN PENGECATAN
Rp
9,465,141.60
JUMLAH DIBULATKAN
Rp 189,048,626.96 Rp 189,000,000.00
Ter i ang :
c.
RENCANA ANGGARAN BIAYA ( RAB ) PEKERJAAN
: PEMBANGUNAN MESJID YAYASAN FATHAN MUBIINA
LOKASI
: CIAWI - BOGOR
TAHUN
: 2012
NO.
URAIAN PEKERJAAN
a.
b.
A.
PEKERJAAN LANTAI DASAR (lantai 1)
I.
PEKERJAAN PERSIAPAN
1
Pek. Papan bouwplank
VOLUME SATUAN
HARGA
JUMLAH
SATUAN
HARGA ( Rp ) f.
c.
d.
( Rp ) e.
12.00
m¹
44,425.00 Rp
Sub Total 1
II
533,100.00 533,100.00
1
PEKERJAAN GALIAN DAN URUGAN Pek. galian tanah untuk pondasi
13.82
m³
30,200.00
417,484.80
2 3
Pek. galian tanah untuk tie-beam Pek urugan tanah kembali bekas galian
8.16 4.15
m³ m³
23,000.00 11,025.00
187,680.00 45,722.88
4 5
Pek. urugan tanah peninggian lantai bangunan Pek. urugan pasir bawah pondasi dan lantai
100.80 7.78
m³ m³
83,804.00 147,750.00
8,447,443.20 1,148,904.00
6
Pek. Lantai Kerja Pondasi dan Lantai
m³
679,360.00
7.78
Rp
Sub Total 2
III
1
PEKERJAAN BETON STRUKTUR Pek. pondasi plat beton bertulang (150kg besi + bekisting )
2
Pek. beton tie-beam 20/40 (240kg besi + bekisting )
3
Pek. kolom beton struktur 30/30 (175 kg besi + bekisting )
4
Pek. kolom praktis 12/12 ( 175kg besi + bekisting )
5
Pek. balok induk 25/60 ( 230kg besi + bekisting )
6
Pek. balok anak 20/40 + Lispank 10/70 ( 200kg besi + bekisting )
7
Pek. Plat lantai tb=12cm + Lisplang (Bondek + Wire Mesh )
5,282,703.36 15,529,938.24
2.88
m³
3,290,065.00
9,475,387.20
2.56
m³
4,636,740.00
11,870,054.40
3.89
m³
4,742,990.00
18,440,745.12
0.20
m³
4,742,990.00
967,569.96
8.10
m³
4,541,970.00
36,789,957.00
3.87
m³
5,238,690.00
20,263,252.92
10.73 32.23
m³
2,703,631.00
Sub Total 3
Rp
29,004,553.37 126,811,519.97
IV
PEKERJAAN PASANGAN
1
Pas. bata merah ad 1 : 5 Plesteran + acian ad 1 : 5
77.53
m²
95,115.00
7,373,790.38
2
155.05
m²
31,170.00
4,832,908.50
3
Plesteran + acian Finishing Beton ad 1 : 3
139.84
m²
41,045.00
5,739,732.80
4
Plesteran Rellif Lisplank beton
48.00
m²
41,045.00
1,970,160.00
5
Pas. keramik lantai 40/40
158.40
m²
94,610.00
14,986,224.00
6
Pas. keramik lantai 30/30
15.08
m²
84,610.00
1,275,707.28
7
Pas. keramik ornamen dinding 40/40
5.22
m²
101,610.00 Rp
Sub Total 4
V
1
530,404.20 36,708,927.15
PEKERJAAN PENGECATAN
2
Pengecatan Dinding Pengecatan Plafon beton
3
Pengecatan Lispank Beton Sub Total 5
294.89
m²
19,440.00
5,732,661.60
144.00
m²
19,440.00
2,799,360.00
m²
19,440.00
48.00
Rp
933,120.00 9,465,141.60
REKAPITULASI RENCANA ANGGARAN BIAYA ( RAB ) PEKERJAAN LOKASI TAHUN
: PEMBANGUNAN MASJID PUTRI FATHAN MUBIINA : CIAWI - BOGOR : 2012
URAIAN PEKERJAAN
NO. a.
JUMLAH HARGA b.
c.
A.
PEKERJAAN LANTAI DASAR / BAWAH
I.
PEKERJAAN PERSIAPAN
Rp
533,100.00
II
PEKERJAAN GALIAN DAN URUGAN
Rp
15,529,938.24
III
PEKERJAAN BETON STRUKTUR
Rp 126,811,519.97
IV
PEKERJAAN PASANGAN
Rp
36,708,927.15
V
PEKERJAAN PENGECATAN
Rp
18,131,104.80
Jumlah B.
Rp 197,714,590.16
PEKERJAAN LANTAI ATAS
I
PEKERJAAN BETON STRUKTUR
Rp
59,332,457.12
II
PEKERJAAN ATAP DAN PLAFOND
Rp
55,173,680.00
III
PEKERJAAN PASANGAN
Rp
71,831,927.32
IV
PEKERJAAN PENGECATAN
Rp
8,114,054.40
Jumlah
JUMLAH DIBULATKAN
Ter i ang : Tiga Ratus Sem i an Pu u Dua Juta Rupia
Rp 194,452,118.84
Rp 392,166,709.00 Rp 392,000,000.00
RENCANA ANGGARAN BIAYA ( RAB ) PEKERJAAN
: PEMBANGUNAN MASJID PUTRI FATHAN MUBIINA
LOKASI
: CIAWI - BOGOR
TAHUN
: 2012
NO.
URAIAN PEKERJAAN
a.
b.
A.
PEKERJAAN LANTAI DASAR / BAWAH
I.
PEKERJAAN PERSIAPAN
1
Pek. Papan bouwplank
VOLUME SATUAN
c.
d.
12.00
m¹
HARGA
JUMLAH
SATUAN
HARGA
( Rp ) e.
( Rp ) f.
44,425.00 Rp
Sub Total 1
II
533,100.00 533,100.00
PEKERJAAN GALIAN DAN URUGAN
1
Pek. galian tanah untuk pondasi
13.82
m³
30,200.00
417,484.80
2
8.16
m³
23,000.00
187,680.00
3
Pek. galian tanah untuk tie-beam Pek urugan tanah kembali bekas galian
4.15
m³
11,025.00
45,722.88
4
Pek. urugan tanah peninggian lantai bangunan
100.80
m³
83,804.00
8,447,443.20
5
Pek. urugan pasir bawah pondasi dan lantai
7.78
m³
147,750.00
1,148,904.00
6
Pek. Lantai Kerja Pondasi dan Lantai
7.78
m³
679,360.00
5,282,703.36 Rp
Sub Total 2
III
15,529,938.24
PEKERJAAN BETON STRUKTUR
1
Pek. pondasi plat beton bertulang (150kg besi + bekisting )
2.88
m³
3,290,065.00
9,475,387.20
2 3
Pek. beton tie-beam 20/40 (240kg besi + bekisting ) Pek. kolom beton struktur 30/30 (175 kg besi + bekisting )
2.56 3.89
m³ m³
4,636,740.00 4,742,990.00
11,870,054.40 18,440,745.12
4
Pek. kolom praktis 12/12 ( 175kg besi + bekisting )
0.20
m³
4,742,990.00
967,569.96
5
Pek. balok induk 25/55 ( 230kg besi + bekisting )
8.10
m³
4,541,970.00
36,789,957.00
6
Pek. balok anak 20/40 ( 200kg besi + bekisting )
3.87
m³
5,238,690.00
20,263,252.92
7
Pek. plat lantai tb=12cm (Floor Deck + Wire Mesh)
10.73
m³
2,703,631.00
29,004,553.37 126,811,519.97
Rp
Sub Total 3
IV
PEKERJAAN PASANGAN
1
Pas. bata merah ad 1 : 5 Plesteran + acian ad 1 : 5
77.53
m²
95,115.00
7,373,790.38
2
155.05
m²
31,170.00
4,832,908.50
3 4
Plesteran + acian Finishing Beton ad 1 : 3 Plesteran Rellif Lisplank beton
139.84 48.00
m² m²
41,045.00 41,045.00
5,739,732.80 1,970,160.00
5
Pas. keramik lantai 40/40
158.40
m²
94,610.00
14,986,224.00
6
Pas. keramik lantai 30/30
15.08
m²
84,610.00
1,275,707.28
7
Pas. keramik ornamen dinding 40/40
5.22
m²
101,610.00
530,404.20 36,708,927.15
Rp
Sub Total 4
V
1
PEKERJAAN PENGECATAN
2
Pengecatan Dinding Pengecatan Plafon beton
3
Pengecatan Lispank Beton Sub Total 5
294.89
m²
19,440.00
5,732,661.60
589.78
m²
19,440.00
11,465,323.20
m²
19,440.00
48.00
Rp
933,120.00 18,131,104.80
NO.
URAIAN PEKERJAAN
a.
b.
B. I
HARGA
JUMLAH
SATUAN
HARGA
d.
( Rp ) e.
( Rp ) f.
VOLUME SATUAN c.
PEKERJAAN LANTAI ATAS PEKERJAAN BETON STRUKTUR
1
Pek. kolom beton struktur 20/30 (175 kg besi + bekisting )
1.54
m³
4,742,990.00
7,285,232.64
2
Pek. kolom praktis 12/12 ( 175kg besi + bekisting )
0.19
m³
4,742,990.00
910,654.08
3
Pek. balok 20/40 ( 230kg besi + bekisting )
2.70
m³
5,238,690.00
14,165,417.76
4
Pek. plat lantai tb=10 cm (150kg besi + bekisting )
4.10
m³
2,800,331.00
11,481,357.10
5
Pek. Lisplank Beton 10/50 (150kg besi + bekisting ) Pek. Beton Tangga
2.46 6.88
m³ m³
2,800,331.00 2,703,631.00
6,888,814.26 18,600,981.28 59,332,457.12
Rp
Sub Total 1
II.
PEKERJAAN ATAP DAN PLAFOND
1
Rangka Atap Baja Ringan
225.60
m²
115,000.00
25,944,000.00
2 3
Penutup atap Genteng Metal Nok/Bubungan Genteng Metal
225.60 26.00
m² m'
75,000.00 55,000.00
16,920,000.00 1,430,000.00
4
Lisplank GRC
48.00
m'
65,250.00
3,132,000.00
5
Plafond GRC Rangka Hollo 4/4 Galvanis
70.56
m²
78,000.00
5,503,680.00
6
List Plafon gipsum
149.60
m'
15,000.00
2,244,000.00 55,173,680.00
Rp
Sub Total 2
III
1
PEKERJAAN PASANGAN
Pas. bata merah ad 1 : 5 Plesteran + acian ad 1 : 5
40.80
m²
95,115.00
3,880,692.00
2
81.60
m²
31,170.00
2,543,472.00
3
Plesteran + acian Finishing Beton ad 1 : 3
97.60
m²
41,045.00
4,005,992.00
4
Plesteran Rellif Lisplank beton
48.00
m²
41,045.00
1,970,160.00
5 6
Pas. keramik lantai 40/40 Pas. keramik Tangga
73.19 19.20
m² m²
94,610.00 94,610.00
6,924,695.12 1,816,512.00
7
Pas. keramik ornamen dinding 40/40
5.22
m²
101,610.00
530,404.20
8
Pas. Ralling Balkon
50.40
m²
550,000.00
27,720,000.00
9
Pas. Ralling Tangga
40.80
m²
550,000.00 Rp
Sub Total 3
IV
1
22,440,000.00 71,831,927.32
PEKERJAAN PENGECATAN
227.20
m²
19,440.00
4,416,768.00
2
Pengecatan Dinding Pengecatan Plafond
70.56
m²
19,440.00
1,371,686.40
3
Pengecatan Besi Ralling
91.20
m²
25,500.00 Rp
2,325,600.00 8,114,054.40
Rp
392,166,709.00
Sub Total IV
Jumlah Total Lantai Bawah dan Atas
REKAPITULASI RENCANA ANGGARAN BIAYA ( RAB ) PEKERJAAN LOKASI TAHUN
: PEMBANGUNAN MESJID YAYASAN FATHAN MUBIINA : CIAWI - BOGOR : 2012
URAIAN PEKERJAAN
NO. a.
b.
A.
PEKERJAAN LANTAI DASAR (lantai 1)
I.
PEKERJAAN PERSIAPAN
II
PEKERJAAN GALIAN DAN URUGAN
III
PEKERJAAN BETON STRUKTUR
IV
PEKERJAAN PASANGAN
V
PEKERJAAN PENGECATAN
JUMLAH DIBULATKAN
Terbilang :
RENCANA ANGGARAN BIAYA ( RAB ) PEKERJAAN
: PEMBANGUNAN MESJID YAYASAN FATHAN MUBIINA
LOKASI
: CIAWI - BOGOR
TAHUN
: 2012
NO.
URAIAN PEKERJAAN
VOLUME
a.
b.
c.
A.
PEKERJAAN LANTAI DASAR (lantai 1)
I.
1
PEKERJAAN PERSIAPAN
Pek. Papan bouwplank
12.00 Sub Total 1
II
PEKERJAAN GALIAN DAN URUGAN
1
Pek. galian tanah untuk pondasi
13.82
2 3
Pek. galian tanah untuk tie-beam Pek urugan tanah kembali bekas galian
4
Pek. urugan tanah peninggian lantai bangunan
5
Pek. urugan pasir bawah pondasi dan lantai
7.78
6
Pek. Lantai Kerja Pondasi dan Lantai
7.78
8.16 4.15 86.40
Sub Total 2
III
PEKERJAAN BETON STRUKTUR
1
Pek. pondasi plat beton bertulang (150kg besi + bekisting )
2.88
2
Pek. beton tie-beam 20/40 (240kg besi + bekisting )
2.56
3
Pek. kolom beton struktur 30/30 (175 kg besi + bekisting )
3.89
4
Pek. kolom praktis 12/12 ( 175kg besi + bekisting )
0.20
5
Pek. balok induk 25/55 ( 230kg besi + bekisting )
8.10
6
Pek. balok anak 20/40 ( 200kg besi + bekisting )
3.87
7
Pek. Pasangan Bondek
144.00
8
Pek. Pembesian Wire Mesh
144.00
9
Beton Plat Dak
9.72 Sub Total 3
IV 1 2 3 4 5 6 7
PEKERJAAN PASANGAN Pas. bata merah ad 1 : 5 Plesteran + acian ad 1 : 5 Plesteran + acian Finishing Beton ad 1 : 3 Plesteran Rellif Lisplank beton Pas. keramik lantai 40/40 Pas. keramik lantai 30/30 Pas. keramik ornamen dinding 40/40
77.53 155.05 139.84 48.00 158.40 15.08 5.22 Sub Total 4
V 1 2 3
PEKERJAAN PENGECATAN Pengecatan Dinding Pengecatan Plafon beton Pengecatan Lispank Beton
294.89 144.00 48.00 Sub Total 5
JUMLAH HARGA c.
Rp
533,100.00
Rp
15,529,938.24
Rp 126,811,519.97 Rp
36,708,927.15
Rp
9,465,141.60
Rp 189,048,626.96 Rp 189,000,000.00
HARGA
JUMLAH
SATUAN
SATUAN
HARGA
d.
( Rp ) e.
( Rp ) f.
m¹
44,425.00 Rp
533,100.00 533,100.00
m³
30,200.00
417,484.80
m³
23,000.00
187,680.00
m³
11,025.00
45,722.88
m³
83,804.00
7,240,665.60
m³
147,750.00
1,148,904.00
m³
679,360.00
5,282,703.36 14,323,160.64
Rp
m³
3,290,065.00
9,475,387.20
m³
4,636,740.00
11,870,054.40
m³
4,742,990.00
18,440,745.12
m³
4,742,990.00
967,569.96
m³
4,541,970.00
36,789,957.00
m³
5,238,690.00
20,263,252.92
m2
125,000.00
18,000,000.00
m2
57,454.55
8,273,454.55
m³
742,240.00
7,214,572.80
m² m² m² m² m² m² m²
m² m² m²
Rp
131,294,993.95
Rp
7,373,790.38 4,832,908.50 5,739,732.80 1,970,160.00 14,986,224.00 1,275,707.28 530,404.20 36,708,927.15
Rp
5,732,661.60 2,799,360.00 933,120.00 9,465,141.60
95,115.00 31,170.00 41,045.00 41,045.00 94,610.00 84,610.00 101,610.00
19,440.00 19,440.00 19,440.00
Rp
145,618,154.59
144.00
1,300,000.00
0.17
17.06
33.00 26.42 6.70 15.85 10.40 6.40
23.86
1.35 203,220.00
9.24
7.20
M'
1
Besi Pondasi Plat
2.80
2
KOLOM 30 X 30 TUL. UTAMA
5.60
1.10
SENGKANG 3
4
5
SLOOF 20 X 40 TUL. UTAMA
36.00
P
BUAH
UNIT
UNIT
0.25
14
3.5
8
0.50
8
4
8
288
3.6
8
36.00
4
TUL. EXTRA
35.00
4
SENGKANG
1.10
240
Balok Utama TUL. UTAMA
54.00
5
TUL. EXTRA
54.00
2
SENGKANG
54.00
1.50
360.00
Balok Anak TUL. UTAMA
27.02
4
TUL. EXTRA
27.02
2
SENGKANG
27.02
1.05
180.13
16
12
10
8
wire mesh
28.00
32.00
28.80
12.52
6.00
24.00
23.48
9.39
49.09
9.40
4.70
91.49 -
34.00
-
17.19
-
119.09
-
-
