Back Up Tpt Tarisi
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SATUAN KERJA PEKERJAAN KONTRAKTOR PELAKSANA KONSULTAN PENGAWAS TAHUN ANGGARAN
NO
OPNAME LAPANGAN
SNVT PELAKSANA JARINGAN PEMANFAATAN AIR CITANDUY REHABILITASI JARINGAN IRIGASI D. I MANGANTI ( S. I LAKBOK SELATAN ) PT. BINA CIPTA UTAMA - PT. INDAH BUKIT NUSATAMA, KSO
ITEM PEKERJAAN
: Jalan Inspeksi Beton Rigid Bantarloa Kiri
PT. INTIMULYA MULTIKENCANA
SUB PEKERJAAN
: Pekerjaan TPT
2018
LOKASI
: Ant BBL.8 - BT.3
SKET GAMBAR
PERHITUNGAN VOLUME Panjang Target : Bp
Hp 0.60
Bd 0.32
Hd 0.30
Luas Pondasi 1.15
Luas Dinding
0.19
0.52
P1
0.60
0.30
0.30
1.15
0.18
0.52
P2
0.60
0.35
0.30
1.20
0.21
0.54
P3
0.60
0.20
0.30
1.17
0.12
0.53
P4
0.30
0.20
0.30
0.25
0.06
0.08
P5
0.30
0.20
0.30
P6
0.60
0.25
0.30
1.10
0.15
0.50
P7
0.60
0.30
0.30
0.60
0.18
0.27
P8
0.60
0.30
0.30
0.95
0.18
0.43
P9
0.30
0.20
0.30
0.20
0.06
0.06
P 10
0.30
0.20
0.30
-
0.06
P 11
0.60
0.60
0.30
1.03
0.36
0.46
P 12
0.60
0.20
0.30
0.50
0.12
0.23
4.30
-
0.06
Volume Pondasi Volume Dinding
48.30
9.27
25.00
50.00
9.30
25.88
50.00
9.75
26.44
50.00 45.70
8.25 5.48
26.66 24.06
4.30
0.39
1.29
6.00 39.60
0.63 5.94
1.49 19.60
34.00
6.12
11.86
88.00 4.30
15.84 0.52
37.62 1.05
4.00 29.00
0.84 10.44
0.93 13.44
2.70
0.65
0.93
83.42
216.24 299.65
50.00
88.00
250.00
50.00
50.00
34.00
50.00
Kiri
Hd
Bd
-
TOTAL
Hp
126.30
Panjang
-
45.70
4.30
6.00
46.10
29.00
40.10
Kanan P0
4.00
35.70
2.70
No Patok
455.90 Meter
Bp
455.90
Hp NO
SKET GAMBAR
Bp
PERHITUNGAN VOLUME
SATUAN KERJA PEKERJAAN KONTRAKTOR PELAKSANA KONSULTAN PENGAWAS TAHUN ANGGARAN
NO
OPNAME LAPANGAN
SNVT PELAKSANA JARINGAN PEMANFAATAN AIR CITANDUY REHABILITASI JARINGAN IRIGASI D. I MANGANTI ( S. I LAKBOK SELATAN ) PT. BINA CIPTA UTAMA - PT. INDAH BUKIT NUSATAMA, KSO
ITEM PEKERJAAN
: Jalan Inspeksi Beton Rigid Bantarloa Kiri
PT. INTIMULYA MULTIKENCANA
SUB PEKERJAAN
: Pekerjaan TPT
2018
LOKASI
: Ant BBL.8 - BT.3
SKET GAMBAR
PERHITUNGAN VOLUME Panjang Target : Bp
Hp 0.60
Bd 0.32
Hd 0.30
Luas Pondasi 1.15
Luas Dinding
0.19
0.52
P1
0.60
0.30
0.30
1.15
0.18
0.52
P2
0.60
0.35
0.30
1.20
0.21
0.54
P3
0.60
0.20
0.30
1.17
0.12
0.53
P4
0.30
0.20
0.30
0.25
0.06
0.08
P5
0.30
0.20
0.30
P6
0.60
0.25
0.30
1.10
0.15
0.50
P7
0.60
0.30
0.30
0.60
0.18
0.27
P8
0.60
0.30
0.30
0.95
0.18
0.43
P9
0.30
0.20
0.30
0.20
0.06
0.06
P 10
0.30
0.20
0.30
-
0.06
P 11
0.60
0.60
0.30
1.03
0.36
0.46
P 12
0.60
0.20
0.30
0.50
0.12
0.23
4.30
-
0.06
Volume Pondasi Volume Dinding
48.30
9.27
25.00
50.00
9.30
25.88
50.00
9.75
26.44
50.00 45.70
8.25 5.48
26.66 24.06
4.30
0.39
1.29
6.00 39.60
0.63 5.94
1.49 19.60
34.00
6.12
11.86
88.00 4.30
15.84 0.52
37.62 1.05
4.00 29.00
0.84 10.44
0.93 13.44
2.70
0.65
0.93
83.42
216.24 299.65
50.00
88.00
250.00
50.00
50.00
34.00
50.00
Kiri
Hd
Bd
-
TOTAL
Hp
126.30
Panjang
-
45.70
4.30
6.00
46.10
29.00
40.10
Kanan P0
4.00
35.70
2.70
No Patok
455.90 Meter
Bp
455.90
Hp NO
SKET GAMBAR
Bp
PERHITUNGAN VOLUME
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