PEKERJAAN DRAINASE 1 m3 Galian tanah biasa sedalam 1 m 0.4 Oh Pekerja @ 40,000 = 0.04 Oh Mandor @ 50,000 =
1 m3 1.1 2.72 0.544
Pasang pondasi batu kali 1 Pc : 5 Ps m3 Bt. Belah @ 170,000 zak semen @ 50,000 m3 Pasir pasang @ 200,000
1.5 0.6 0.06 0.075
Oh Oh Oh Oh
Pekerja Tukang batu K. Tukang Mandor
@ @ @ @
40,000 60,000 60,000 50,000
= = = =
1 m3 Plesteran 1 Pc : 3 Ps , tebal 15 mm 0.1296 zak semen 50,000 0.019 m3 Pasir 200,000 0.2 0.15 0.015 0.01
Oh Oh Oh Oh
Pekerja Tukang batu K. Tukang Mandor
@ @ @ @
40,000 60,000 60,000 50,000
16,000 2,000 18,000
187,000 136,000 108,800 60,000 36,000 3,600 3,750
6,480 3,800 = = = =
8,000 9,000 900 500 599,830
Vol Galian 1*1*600 Vol Pas. 0.15*0.65*600 0.15*0.5*600 Total Vol pas Biaya :
59 45
= 117 = 45 =
600
162 97,172,460
Vol Galian 1*1*600 600 Vol Pas. 0.15*0.65*600 58.5 0.15*0.5*600 45
117 162
ANALISA HARGA SATUAN PEKERJAAN RABAT BETON Pekerjaan Persiapan 1m2 Pembersihan lahan 0.1 Oh Pekerja 0.05 Oh Mandor
@ @
40,000 = 50,000 =
1 m' Pengukuran dan pemasangan bouwplank 0.012 m3 Kayu 5/7 @ 1,700,000 = 0.02 kg Paku 2'-5' @ 10,000 = 0.1 0.1 0.01 0.005
Oh Oh Oh Oh
Pekerja Tukang Kayu K. Tukang Mandor
@ @ @ @
Pekerjaan Tanah 1 m3 Galian tanah biasa sedalam 1 m 0.4 Oh Pekerja @ 0.04 Oh Mandor @
40,000 60,000 60,000 50,000
4,000 2,500 6,500 20,400 200
= = = =
4,000 6,000 600 250 31,450
40,000 = 50,000 =
16,000 2,000 18,000
1 m3 Urugan tanah kembali 0.192 Oh Pekerja 0.019 Oh Mandor
@ @
40,000 = 50,000 =
7,680 950 8,630
1 m3 1.2 0.3 0.01
@ @ @
166,667 = 40,000 = 50,000 =
200,000 12,000 500 212,500
Pekerjaan Pasangan 1 m3 Pasang pondasi batu kosong 1.2 m3 Batu belah 15/20 @ 0.3 m3 Pasir urug
170,000 = 166,667
204,000 50,000
Urugan Pasir m3 Pasir urug Oh Pekerja Oh Mandor
0.78 0.39 0.039 0.039
Oh Oh Oh Oh
Pekerja Tukang batu K. Tukang Mandor
1 m3 1.1 2.72 0.544
Pasang pondasi batu kali 1 Pc : 3 Ps m3 Bt. Belah @ zak semen @ m3 Pasir pasang @
1.5 0.6 0.06 0.075
Oh Oh Oh Oh
Pekerja Tukang batu K. Tukang Mandor
@ @ @ @
@ @ @ @
40,000 60,000 60,000 50,000
= = = =
170,000 50,000 166,667 40,000 60,000 60,000 50,000
187,000 136,000 90,667 = = = =
1m 3 Pekerjaan Rabat beton (1 Pc : 3 Ps : 5 Kr) 4.36 zak Semen @ 50,000 = 0.52 m3 Pasir beton @ 166,667 = 0.87 m3 1.65 0.25 0.025 0.08
Oh Oh Oh Oh
Koral beton
@
Pekerja Tukang batu K. Tukang Mandor
@ @ @ @
200,000 = 60,000 60,000 60,000 50,000
31,200 23,400 2,340 1,950 312,890
= = = =
60,000 36,000 3,600 3,750 517,017 218,000 86,667 174,000 99,000 15,000 1,500 4,000 598,167
RENCANA ANGGARAN BIAYA PEKERJAAN RABAT BETON 200 M
NO
URAIAN
VOLUME
Pekerjaan Persiapan Pembersihan Lahan 646.4 Pengukuran dan pemasangan bouwplank 240 TOTAL I II Pekerjaan Tanah Galian tanah biasa sedalam 1 m 140 Urugan tanah kembali 80 Urugan Pasir 9 TOTAL II III Pekerjaan Pasangan Pasang pondasi batu kosong 12.6 Pasang pondasi batu kali 1 Pc : 3 Ps 8.1 Pekerjaan Rabat beton (1 Pc : 3 Ps : 5 Kr) 9 TOTAL III TOTAL I + II + III
SATUAN
HARGA SATUAN
JUMLAH
SUMBER DANA P2kP SWADAYA
I
m2 m'
6,500 31,450
4,201,600 7,548,000 11,749,600
m3 m3 m3
18,000 8,630 212,500
2,520,000 690,400 1,912,500 5,122,900
m3 m3 m3
312,890 517,017 598,167
3,942,414 4,187,835 5,383,500 13,513,749 30,386,249
4,201,600 202*3.2 7,548,000 200*1.2
1,912,500
2,520,000 (0.35*1*200)*2 690,400 (0.2*1*200)*2 0.9*0.05*200
3,942,414 4,187,835 5,383,500
0.9*0.07*200 0.27*0.15*200 0.9*0.05*200
15,426,249
14,960,000
RENCANA ANGGARAN BIAYA PEKERJAAN RABAT BETON 200 M
URAIAN Pekerjaan Persiapan 1m2 Pembersihan lahan 0.1 Oh Pekerja 0.05 Oh Mandor
HARGA SATUAN
@ @
40,000 50,000
Oh Oh Oh Oh
Pekerja Tukang Kayu K. Tukang Mandor
@ @ @ @
Pekerjaan Tanah 1 m3 Galian tanah biasa sedalam 1 m 0.4 Oh Pekerja @ 0.04 Oh Mandor @
SATUAN
JUMLAH
646.4 646.4
m2 m2
64.64 32.32
2,585,600 1,616,000 4,201,600
2,585,600 1,616,000 4,201,600
20,400 200
240 240
m' m'
2.88 4.8
4,896,000 48,000
40,000 60,000 60,000 50,000
4,000 6,000 600 250 31,450
240 240 240 240
m' m' m' m'
24 24 2.4 1.2
960,000 1,440,000 144,000 60,000 7,548,000
4,896,000 48,000 960,000 1,440,000 144,000 60,000 7,548,000
40,000 50,000
16,000 2,000 18,000
140 140
m3 m3
56 5.6
2,240,000 280,000 2,520,000
2,240,000 280,000 2,520,000 614,400 76,000 690,400
1 m3 Urugan tanah kembali 0.192 Oh Pekerja 0.019 Oh Mandor
@ @
40,000 50,000
7,680 950 8,630
80 80
m3 m3
15.36 1.52
614,400 76,000 690,400
1 m3 Urugan Pasir 1.2 m3 Pasir urug
@
166,667
200,000
9
m3
1,800,000
0.3 Oh 0.01 Oh
@ @
40,000 50,000
12,000 500 212,500
9 9
m3 m3
10.8 0 2.7 0.09
Pekerjaan Pasangan 1 m3 Pasang pondasi batu kosong 1.2 m3 Batu belah 15/20 @ 0.3 m3 Pasir urug
170,000 166,667
204,000 50,000
12.6 12.6
m3 m3
15.12 3.78
40,000 60,000 60,000 50,000
31,200 23,400 2,340 1,950 312,890
12.6 12.6 12.6 12.6
m3 m3 m3 m3
9.828 4.914 0.4914 0.4914
2,570,400 630,000 393,120 294,840 29,484 24,570 3,942,414
0.78 0.39 0.039 0.039
Oh Oh Oh Oh
Pekerja Mandor
Pekerja Tukang batu K. Tukang Mandor
@ @ @ @
1 m3 Pasang pondasi batu kali 1 Pc : 3 Ps
SUMBER DANA P2kP SWADAYA
4,000 2,500 6,500
1 m' Pengukuran dan pemasangan bouwplank 0.012 m3 Kayu 5/7 @ 1,700,000 0.02 kg Paku 2'-5' @ 10,000 0.1 0.1 0.01 0.005
VOLUME
108,000 4,500 1,912,500
1,800,000 108,000 4,500 1,912,500 2,570,400 630,000 393,120 294,840 29,484 24,570 3,942,414
1.1 m3 2.72 zak 0.544 m3
Bt. Belah semen Pasir pasang
@ @ @
170,000 50,000 166,667
187,000 136,000 90,667
8.1 8.1 8.1
m3 m3 m3
8.91 22.032 4.4064
1.5 0.6 0.06 0.075
Pekerja Tukang batu K. Tukang Mandor
@ @ @ @
40,000 60,000 60,000 50,000
60,000 36,000 3,600 3,750 517,017
8.1 8.1 8.1 8.1
m3 m3 m3 m3
12.15 4.86 0.486 0.6075
218,000 86,667 174,000
9 9 9
m3 m3 m3
99,000 15,000 1,500 4,000 598,167
9 9 9 9
m3 m3 m3 m3
1m 3 4.36 0.52 0.87 1.65 0.25 0.025 0.08
Oh Oh Oh Oh
Pekerjaan Rabat beton (1 Pc : 3 Ps : 5 Kr) zak Semen @ 50,000 m3 Pasir beton @ 166,667 m3 Koral beton @ 200,000 Oh Oh Oh Oh
Pekerja Tukang batu K. Tukang Mandor
@ @ @ @
60,000 60,000 60,000 50,000
1,514,700 1,101,600 734,400 486,000 291,600 29,160 30,375 4,187,835
1,514,700 1,101,600 734,400 486,000 291,600 29,160 30,375 4,187,835
39.24 4.68 7.83
1,962,000 780,000 1,566,000
14.85 2.25 0.225 0.72
891,000 135,000 13,500 36,000 5,383,500 30,386,249
1,962,000 780,000 1,566,000 891,000 135,000 13,500 36,000 5,383,500 15,426,249
14,960,000
