rencana anggaran biaya
TRANSCRIPT
![Page 1: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/1.jpg)
RENCANA ANGGARAN BIAYA
URUGAN TANAH DAN PONDASI
![Page 2: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/2.jpg)
Disusun Oleh :
• Retno Apriyati09505241024
• Okta Gunarso09505241028
• Tri Restiyanti09505241029
![Page 3: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/3.jpg)
Deskripsi Bangunan
Perhitungan Volume
Harga Satuan Bahan dan Pekerja
Analisis Harga Satuan Pekerjaan
Rencana Anggaran Biaya
Pembahasan
![Page 4: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/4.jpg)
Kesimpulan
Maka dapat disimpulkan anggaran biaya biaya :• Pekerjaan Tanah dan Pasir sebesar Rp.
3,625,911.00• Pekerjaan Pondasi Menerus sebesar Rp.
22,478,304.00
![Page 5: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/5.jpg)
Matur Nuwun
![Page 6: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/6.jpg)
Deskripsi Bangunan
• Rumah Tinggal 2 lantai dengan Luas Bangunan 162 m2, Menggunakan Pondasi Menerus dan Footplat
![Page 7: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/7.jpg)
Gambar Bangunan
![Page 8: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/8.jpg)
Gambar Potongan
![Page 9: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/9.jpg)
Gambar Volume Galian 1 m
![Page 10: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/10.jpg)
Perhitungan Volume Galian 1m
GradePanjang Lebar Tinggi
Volume Galian
Panjang x Lebar x Tinggi
m m m m3
1 11.2 0.8 0.95 8.512
2 4.4 0.8 0.95 3.344
3 4.8 0.8 0.95 3.648
4 10.9 0.8 0.95 8.284
A 2.0 0.8 0.95 1.520
C 2.6 0.8 0.95 1.976
D 3.0 0.8 0.95 2.280
E 1.3 0.8 0.95 0.988
F 2.0 0.8 0.95 1.520
G 2.6 0.8 0.95 1.976
![Page 11: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/11.jpg)
Perhitungan Volume Galian 1m
GradePanjang Lebar Tinggi
Volume Galian
Panjang x Lebar x Tinggi
m m m m3
H 11.2 0.8 0.95 8.512
I 4.4 0.8 0.95 3.344
J 4.8 0.8 0.95 3.648
K 10.9 0.8 0.95 8.284
Jumlah 46.512
![Page 12: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/12.jpg)
Gambar Volume Galian 1 – 2m
![Page 13: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/13.jpg)
Perhitungan Volume Galian 1 – 2m
GradeJenis Foot Plat
n
Panjang Lebar Tinggi
Volume Galian
N x Panjang x Lebar x Tinggi
m m m m3
1 F3 4 1.2 1.1 1.6 8.448
2 F1F2
14
1.01.2
1.01.2
1.61.6
1.6009.216
3 F1F2F3
151
1.01.21.2
1.01.21.1
1.61.61.6
1.60011.5202.112
4 F3F4
51
1.21.1
1.11.1
1.61.6
10.5601.936
Jumlah 46.992
![Page 14: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/14.jpg)
Gambar Pasir Pasang
Pada Footplat
Pada Pondasi Batu Kali
![Page 15: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/15.jpg)
Perhitungan Volume Pasir Pasang bawah pondasi batu kali
GradePanjang Lebar Tinggi
Volume Galian
P x l x t
m m m m3
1 15.5 0.8 0.05 0.620
2 8 0.8 0.05 0.320
3 9.5 0.8 0.05 0.380
4 18.5 0.8 0.05 0.750
5 3 0.8 0.05 0.120
A 10.15 0.8 0.05 0.406
C 6 0.8 0.05 0.240
D 3 0.8 0.05 0.120
E 3 0.8 0.05 0.120
![Page 16: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/16.jpg)
Perhitungan Volume Pasir Pasang bawah pondasi batu kali
GradePanjang Lebar Tinggi
Volume Galian
P x l x t
m m m M3
F 1.9 0.8 0.05 0.076
G 6 0.8 0.05 0.240
H 9 0.8 0.05 0.360
I 3 0.8 0.05 0.120
J 9 0.8 0.05 0.360
K 4 0.8 0.05 0.160
Jumlah 4.392
![Page 17: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/17.jpg)
Perhitungan Volume Pasir Pasang bawah foot plat
GradeJenis Foot
Platn
Panjang Lebar Tinggi
Volume Galian
N x Panjang x Lebar x Tinggi
m m m m3
1 F3 4 1.2 1.1 0.1 0.528
2 F1F2
14
1.01.2
1.01.2
0.10.1
0.1000.576
3 F1F2F3
151
1.01.21.2
1.01.21.1
0.10.10.1
0.1000.7200.396
4 F3F4
51
1.21.1
1.11.1
0.10.1
0.6600.121
Jumlah 3.201
![Page 18: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/18.jpg)
Gambar Batu Kosongan
![Page 19: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/19.jpg)
Perhitungan Volume Batu Kosongan
GradePanjang Lebar Tinggi
Volume Galian
P x l x t
m m m m3
1 15.5 0.8 0.2 2.480
2 8 0.8 0.2 1.280
3 9.5 0.8 0.2 1.520
4 18.5 0.8 0.2 2.960
5 3 0.8 0.2 0.480
A 10.15 0.8 0.2 1.624
C 6 0.8 0.2 0.960
D 3 0.8 0.2 0.480
E 3 0.8 0.2 0.480
![Page 20: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/20.jpg)
Perhitungan Volume Batu Kosongan
GradePanjang Lebar Tinggi
Volume Galian
P x l x t
m m m M3
F 1.9 0.8 0.2 0.304
G 6 0.8 0.2 0.960
H 9 0.8 0.2 1.440
I 3 0.8 0.2 0.480
J 9 0.8 0.2 1.440
K 4 0.8 0.2 0.640
Jumlah 17.528
![Page 21: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/21.jpg)
Gambar Pondasi Batu Kali
![Page 22: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/22.jpg)
Perhitungan Volume Pondasi Batu kali
GradePanjang Lebar 1 Lebar 2 Tinggi
Volume Galian
m m m m m3
1 15.5 0.7 0.3 0.7 5.420
2 8 0.7 0.3 0.7 1.280
3 9.5 0.7 0.3 0.7 3.320
4 18.5 0.7 0.3 0.7 6.475
5 3 0.7 0.3 0.7 1.050
A 10.15 0.7 0.3 0.7 3.550
C 6 0.7 0.3 0.7 2.100
D 3 0.7 0.3 0.7 1.050
E 3 0.7 0.3 0.7 1.050
xpxtll
)2
21(
![Page 23: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/23.jpg)
Perhitungan Volume Pondasi Batu kali
GradePanjang Lebar 1 Lebar 2 Tinggi
Volume Galian
m m m m M3
F 1.9 0.7 0.3 0.7 0.665
G 6 0.7 0.3 0.7 2.100
H 9 0.7 0.3 0.7 3.150
I 3 0.7 0.3 0.7 1.050
J 9 0.7 0.3 0.7 3.150
K 4 0.7 0.3 0.7 1.400
Jumlah 36.8100
xpxtll
)2
21(
![Page 24: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/24.jpg)
Gambar Pondasi Footplat
![Page 25: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/25.jpg)
Perhitungan Volume Pondasi Footplat
Jenis Foot plat
Volume Total
M3
F1 0.372
F2 2.619
F3 1.746
F4 0.291
Jumlah 5.028
![Page 26: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/26.jpg)
Gambar Urugan Tanah
Pada Footplat
Pada Pondasi Batu Kali
![Page 27: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/27.jpg)
Perhitungan Volume Urugan Tanah
• Volume Urugan Tanah = Vol Galian – ( Volume pasir + Volume Batu Kosongan + Volume Pondasi Batu kali + Volume footplat )
• Volume Urugan Tanah = 93.504 – ( 7.593 + 17.528 + 36.810 + 5.028 )
• Volume Urugan Tanah = 26.175 m3
![Page 28: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/28.jpg)
Harga Satuan Bahan dan Pekerjaan
No
Jenis Bahan
Sat.
Harga Bahan
(Rp.)
(1) (2) (3) (4)
I PASIR DAN BATU
1 Pasir pasang (kaliworo) m3 111,000.00
2 Pasir Urug m3 90,000.00
3 Batu Belah m3 111,000.00
II SEMEN ( PORTLAND CEMENT)
1 Semen PC ( Portland Cement ) 40 kg kg 1,224.00
Salatiga 2010
![Page 29: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/29.jpg)
Harga Satuan Bahan dan Pekerjaan
No
Pekerja
Sat.
Upah Tenaga
(Rp.)
(1) (2) (3) (4)
1 Mandor Hari 44,000.00
2 Pekerja Hari 30,250.00
![Page 30: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/30.jpg)
Analisis Harga Satuan Pekerjaan
NO.
URAIAN PEKERJAAN
KOEF.
SAT
HARGA SATUAN
UPAHTENAGA
HARGA BAHAN
J U M L A H
( Rp ) ( Rp ) ( Rp ) ( Rp )
a. b. c. d. e. f = (c x e) g = (c x e) h =( f + g)
I. PEKERJAAN TANAH DAN PASIR
I. 1 1 M3 Galian Tanah Biasa Sedalam 1 m
23,787.50
Tenaga 23,787.50
- Mandor 0.0250 Oh
44,000.00
1,100.00
- Pekerja 0.7500 Oh
30,250.00
22,687.50
I. 2 1 M3 Galian Tanah Biasa Sedalam 1 - 2 m
29,205.00
Tenaga 29,205.00
- Mandor 0.0450 Oh
44,000.00
1,980.00
- Pekerja 0.9000 Oh
30,250.00
27,225.00
![Page 31: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/31.jpg)
Analisis Harga Satuan Pekerjaan
NO.
URAIAN PEKERJAAN
KOEF.
SAT
HARGA SATUAN
UPAHTENAGA
HARGA BAHAN
J U M L A H
( Rp ) ( Rp ) ( Rp ) ( Rp )
a. b. c. d. e.f = (c x
e)g = (c x
e)h =( f +
g)
I. 3 1 M3 Urugan pasir
117,515.00
Bahan
108,000.00
- Pasir Urug 1.2000 M3
90,000.00
108,000.00
Tenaga
9,515.00
- Mandor 0.0100 Oh
44,000.00
440.00
- Pekerja 0.3000 Oh
30,250.00
9,075.00
![Page 32: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/32.jpg)
Analisis Harga Satuan Pekerjaan
NO.
URAIAN PEKERJAAN
KOEF.
SAT
HARGA SATUAN
UPAHTENAGA
HARGA BAHAN
J U M L A H
( Rp ) ( Rp ) ( Rp ) ( Rp )
a. b. c. d. e. f = (c x e) g = (c x e) h =( f + g)
I. 4 1 M3 Urugan tanah 9,735.00
Tenaga 9,735.00
- Mandor 0.0150 Oh
44,000.00
660.00
- Pekerja 0.3000 Oh
30,250.00
9,075.00
![Page 33: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/33.jpg)
Analisis Harga Satuan Pekerjaan
NO.
URAIAN PEKERJAAN
KOEF.
SAT
HARGA SATUAN
UPAHTENAGA
HARGA BAHAN
J U M L A H
( Rp ) ( Rp ) ( Rp ) ( Rp )
a. b. c. d. e. f = (c x e)g = (c x
e)h =( f +
g)
II. PEKERJAAN PONDASI
II. 1 1m3 Pasang Pondasi batu kali, 1 Pc : 3 Ps
508,698.00
Bahan 434,283.00
- Batu Belah
1.2000
M3 111,000.00
133,200.00
-
Semen PC ( Portland Cement ) 40 kg
202.0000
Kg 1,224.00
247,248.00
- Pasir pasang (kaliworo)
0.4850
M3 111,000.00
53,835.00
Tenaga 74,415.00
- Pekerja 1.5000
Oh 30,250.00
45,375.00
![Page 34: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/34.jpg)
Analisis Harga Satuan Pekerjaan
NO.
URAIAN PEKERJAAN
KOEF.
SAT
HARGA SATUAN
UPAHTENAGA
HARGA BAHAN
J U M L A H
( Rp ) ( Rp ) ( Rp ) ( Rp )
a. b. c. d. e. f = (c x e) g = (c x e) h =( f + g)
II. 2
1 m3 Pasang Pondasi Batu Kosong
214,122.00
Bahan
172,080.00
- Batu Belah
1.2000 m3
111,000.00
133,200.00
- Pasir Urug 0.4320 m3
90,000.00
38,880.00
Tenaga 42,042.00
- Pekerja 0.7800 Oh
30,250.00
23,595.00
- Tukang batu
0.3900 Oh
38,500.00
15,015.00
-
Kepala Tukang batu
0.0390 Oh
44,000.00
1,716.00
- Mandor 0.0390 Oh
44,000.00
1,716.00
![Page 35: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/35.jpg)
Rekapitulasi Harga Satuan Pekerjaan
NO.
URAIAN / MACAM PEKERJAAN
HARGA SATUAN
(Rp.)
a. b. c.
I. PEKERJAAN TANAH DAN PASIR
I. 1 1 M3 Galian Tanah Biasa Sedalam 1 m 23,787.50
I. 2 1 M3 Galian Tanah Biasa Sedalam 1 - 2 m 29,205.00
I. 3 1 M3 Urugan pasir 117,515.00
I. 4 1 M3 Urugan kembali bekas galian sedalam 1 - 2 m 9,735.00
II. PEKERJAAN PONDASI
II. 1 1m3 Pasang Pondasi batu kali, 1 Pc : 3 Ps 508,698.00
II. 2 1 m3 Pasang Pondasi Batu Kosong 214,122.00
![Page 36: RENCANA ANGGARAN BIAYA](https://reader033.vdocuments.site/reader033/viewer/2022061613/557202f24979599169a4544f/html5/thumbnails/36.jpg)
Rencana Anggaran Biaya
No. ITEM PEKERJAAN VOL SAT
HARGA SATUAN
SUB JUMLAH TOTAL
Rp Rp Rp
I. PEKERJAAN TANAH
DAN PASIR 3,625,911.00
I. 1 1 M3 Galian Tanah Biasa Sedalam 1 m 46.512 m3
23,787.50 1,106,404.00
I. 2 1 M3 Galian Tanah
Biasa Sedalam 1 - 2 m 46.992 m3 29,205.00 1,372,401.00
I. 3 1 M3 Urugan pasir 7.593 m3 117,515.00 892,291.40
I. 4 1 M3 Urugan kembali
bekas galian 26.175 m3 9,735.00 254,813.60
II. PEKERJAAN PONDASI
22,478,304.00
II. 1 1m3 Pasang Pondasi batu kali, 1 Pc : 3 Ps 36.810 m3
508,698.00 18,725,173.0
0
II. 2 1 m3 Pasang Pondasi
Batu Kosong 17.528 m3 214,122.00 3,753,130.00