Pemeliharaan Gedung R 83.xlsx
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PERHITUNGAN BERAT PEMBESIAN TULANGAN UNTUK 1 M3 BETON TULANGAN POKOK
NO
TYPE BETON
DIA. JMLH BESI BESI
DIMENSI BETON
(MM) (Btg) (CM) x (CM) lebar x tinggi a
b
JUMLAH PANJANG / BERAT BESI KAIT DAN BERAT BESI / DIMENSI POKOK / M3 SAMBUNG M' UNTUK 1M3 BETON BESI Per 6M'
TULANGAN SENGKANG PANJANG KAIT DAN SAMBUNG BESI Per 6M'
BERAT PANJANG BESI KAIT BERAT KAIT DAN JARAK PANJANG DAN TULANGAN SELIMUT SAMBUNG DIA. BESI CINCIN KAIT SAMBUNG POKOK / BETON BESI Untuk RATA2 CINCIN / M3 M3 BETON 1 M3 BETON
(M')
(KG)
(KG)
(Bh)
(M')
(M')
(M')
(KG)
(MM)
(CM)
(CM)
(CM)
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
100 x 37.5
2.67
1.04
73.35
0.44
0.572
6.71
6.99
80.34
c
d
e
f
P1/P2 PONDASI P1 Besi Dia. D16-12.5
13
26.4
SL1 Sloof 20/30 Uk. Besi Dia. D16
16
5
20
x
30
16.67
1.58
131.52
2.78
0.704
9.78
15.43
146.95
10
15
2.5
8
SL2 Sloof 15/30 Uk. Besi Dia. D16
16
4
15
x
30
22.22
1.58
140.29
3.70
0.704
10.43
16.46
156.75
10
15
2.5
8
SL1 Sloof 20/30 Uk. Besi Dia. D13
13
5
20
x
30
16.67
1.04
86.82
2.78
0.572
7.94
8.28
95.10
8
15
2.5
6.4
SL2 Sloof 15/30 Uk. Besi Dia. D13
13
4
15
x
30
22.22
1.04
92.61
3.70
0.572
8.47
8.83
101.44
8
15
2.5
6.4
SL3 Sloof 15/25 Uk. Besi Dia. D13
13
4
15
x
25
26.67
1.04
111.13
4.44
0.572
10.17
10.59
121.73
8
15
2.5
6.4
SL4 Sloof 15/20 Uk. Besi Dia. D13
13
4
15
x
20
33.33
1.04
138.92
5.56
0.572
12.71
13.24
152.16
8
15
2.5
6.4
K1 Kolom 40/40 Lt. 1 Uk. Besi Dia. D19
19
10
40
x
40
6.25
2.23
139.10
1.04
0.836
8.71
19.38
158.48
10
15
2.5
8
K1 Kolom 40/40 Lt. 2 Uk. Besi Dia. D19
19
8
40
x
40
6.25
2.23
111.28
0.00
0.000
0.00
0.00
111.28
10
15
2.5
8
a
b
c
d
e
f
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
K1 Kolom 30/40 Lt. 1 Uk. Besi Dia. D19
19
10
30
x
40
8.33
2.23
185.46
1.39
0.836
11.61
25.84
211.31
10
15
2.5
8
K1 Kolom 30/40 Lt. 2 Uk. Besi Dia. D19
19
8
30
x
40
8.33
2.23
148.37
0.00
0.000
0.00
0.00
148.37
10
15
2.5
8
K1 Kolom 30/35 Lt. 1 Uk. Besi Dia. D19
19
8
30
x
35
9.52
2.23
169.57
1.59
0.836
10.62
23.63
193.19
10
15
2.5
8
K1 Kolom 30/35 Lt. 2 Uk. Besi Dia. D19
19
6
30
x
35
9.52
2.23
127.18
0.00
0.000
0.00
0.00
127.18
10
15
2.5
8
K1.A Kolom 30/35 Lt. 1 Uk. Besi Dia. D16
16
8
30
x
35
9.52
1.58
120.25
1.59
0.704
8.94
14.11
134.36
10
15
2.5
8
K1.A Kolom 30/35 Lt. 2 Uk. Besi Dia. D16
16
6
30
x
35
9.52
1.58
90.19
0.00
0.000
0.00
0.00
90.19
10
15
2.5
8
K1 Kolom 25/30 Lt. 1 Uk. Besi Dia. D19
19
8
25
x
30
13.33
2.23
237.39
2.22
0.836
14.86
33.08
270.47
10
15
2.5
8
K1.A Kolom 25/30 Lt. 2 Uk. Besi Dia. D19
19
6
25
x
30
13.33
2.23
178.05
0.00
0.000
0.00
0.00
178.05
10
15
2.5
8
K1.B Kolom 25/30 LT. 2 Uk. Besi Dia. D19
19
4
25
x
30
13.33
2.23
118.70
0.00
0.000
0.00
0.00
118.70
10
15
2.5
8
K2 Kolom 30/30 Lt. 1 Uk. Besi Dia. D19
19
6
30
x
30
11.11
2.23
148.37
1.85
0.836
9.29
20.67
169.04
10
15
2.5
8
a
b
c
d
e
f
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
K2 Kolom 30/30 Lt. 2 Uk. Besi Dia. D19
19
6
30
x
30
11.11
2.23
148.37
0.00
0.000
0.00
0.00
148.37
10
15
2.5
8
K2 Kolom 25/25 Lt. 1 Uk. Besi Dia. D19
19
4
25
x
25
16.00
2.23
142.44
2.67
0.836
8.92
19.85
162.28
10
15
2.5
8
K2 Kolom 25/25 Lt. 2 Uk. Besi Dia. D19
19
4
25
x
25
16.00
2.23
142.44
0.00
0.000
0.00
0.00
142.44
10
15
2.5
8
K2.A Kolom 25/25 Lt. 1 Uk. Besi Dia. D16
16
4
25
x
25
16.00
1.58
101.01
2.67
0.704
7.51
11.85
112.86
10
15
2.5
8
K2.A Kolom 25/25 Lt. 2 Uk. Besi Dia. D16
16
4
25
x
25
16.00
1.58
101.01
0.00
0.000
0.00
0.00
101.01
10
15
2.5
8
K2 Kolom 20/20 LT. 1 Uk. Besi Dia. D16
16
4
20
x
20
25.00
1.58
157.82
4.17
0.704
11.73
18.52
176.34
8
15
2.5
6.4
K2 Kolom 20/20 Lt. 2 Uk. Besi Dia. D16
16
4
20
x
20
25.00
1.58
157.82
0.00
0.000
0.00
0.00
157.82
8
15
2.5
6.4
K1 Kolom 25/30 Uk. Besi Dia. D13
13
6
25
x
30
13.33
1.04
83.35
0.00
0.000
0.00
0.00
83.35
10
15
2.5
8
K2 Kolom 25/25 Uk. Besi Dia. D13
13
6
25
x
25
16.00
1.04
100.02
0.00
0.000
0.00
0.00
100.02
10
15
2.5
8
K3 Kolom 20/20 Uk. Besi Dia. D13
13
4
20
x
20
25.00
1.04
104.19
0.00
0.000
0.00
0.00
104.19
8
15
2.5
6.4
K4 Kolom 15/15 Uk. Besi Dia. D13
13
4
15
x
15
44.44
1.04
185.22
0.00
0.000
0.00
0.00
185.22
8
15
2.5
6.4
K5 Kolom 15/15 Uk. Besi Dia. 10
10
4
15
x
15
44.44
0.62
109.60
0.00
0.000
0.00
0.00
109.60
8
15
2.5
6.4
B1 Balok 30/60 Uk. Besi Dia. D19
19
9
30
x
60
5.56
2.23
111.28
0.93
0.836
6.97
15.50
126.78
10
15
2.5
8
a
b
c
d
e
f
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
B1 Balok 30/55 Uk. Besi Dia. D19
19
9
30
x
55
6.06
2.23
121.39
1.01
0.836
7.60
16.91
138.31
10
15
2.5
8
B1 Balok 25/50 Uk. Besi Dia. D19
19
9
25
x
50
8.00
2.23
160.24
1.33
0.836
10.03
22.33
182.57
10
15
2.5
8
B2 Balok 20/40 Uk. Besi Dia. D16
16
5
20
x
40
12.50
1.58
98.64
2.08
0.704
7.33
11.57
110.21
10
15
2.5
8
B3 Balok 20/30 Uk. Besi Dia. D16
16
5
20
x
30
16.67
1.58
131.52
2.78
0.704
9.78
15.43
146.95
10
15
2.5
8
B4 Balok 15/25 Uk. Besi Dia. D13
13
5
15
x
25
26.67
1.04
138.92
4.44
0.572
12.71
13.24
152.16
8
15
2.5
6.4
B5 Balok 20/30 Uk. Besi Dia. D19
19
4
20
x
30
16.67
2.23
148.37
2.78
0.836
9.29
20.67
169.04
10
15
2.5
8
B6 Balok 20/60 Uk. Besi Dia. D16
16
7
20
x
60
8.33
1.58
92.06
1.39
0.704
6.84
10.80
102.87
10
15
2.5
8
B7 Balok Tangga 20/25 Uk. Besi Dia. D13
13
5
20
x
25
20.00
1.04
104.19
3.33
0.572
9.53
9.93
114.12
8
15
2.5
6.4
RB1 Ring Balk 20/30 Uk. Besi Dia. D13
13
5
20
x
30
16.67
1.04
86.82
2.78
0.572
7.94
8.28
95.10
10
15
2.5
8
RB2 Ring Balk 15/30 Uk. Besi Dia. D13
13
4
15
x
30
22.22
1.04
92.61
3.70
0.572
8.47
8.83
101.44
10
15
2.5
8
c
d
e
RB1 Ring Balk 20/30 Uk. Besi Dia. D13
13
5
20
RB2 Ring Balk 15/30 Uk. Besi Dia. D13
13
4
RB3 Ring Balk 15/25 Uk. Besi Dia. D13
13
RB4 Ring Balk 15/20 Uk. Besi Dia. D13 RBP Ring Balk 15/15 Uk. Besi Dia. 10
TANGGA
BORDES DUDUK TOPIAN
DAK
LANTAI
a
b
f
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
x
30
16.67
1.04
86.82
2.78
0.572
7.94
8.28
95.10
8
15
2.5
6.4
15
x
30
22.22
1.04
92.61
3.70
0.572
8.47
8.83
101.44
8
15
2.5
6.4
4
15
x
25
26.67
1.04
111.13
4.44
0.572
10.17
10.59
121.73
8
12.5
2.5
6.4
13
4
15
x
20
33.33
1.04
138.92
5.56
0.572
12.71
13.24
152.16
8
15
2.5
6.4
10
4
15
x
15
44.44
0.62
109.60
0.00
0.000
0.00
0.00
109.60
6
15
2.5
4.8
Plat Lantai tb. 12 cm Uk. Besi Dia. 10
10
25
100 x
12
8.33
0.62
128.44
0.69
0.440
7.64
4.71
133.15
Plat Dak tb. 10 cm Uk. Besi Dia. 10
10
15
100 x
10
10.00
0.62
92.48
0.83
0.440
5.50
3.39
95.87
Plat Topian tb. 10 cm Uk. Besi Dia. 10
10
15
100 x
10
10.00
0.62
92.48
0.83
0.440
5.50
3.39
95.87
Plat Tempat Duduk tb. 10 cm Uk. Besi Dia. 10
10
12.5
100 x
10
10.00
0.62
77.06
0.83
0.440
4.58
2.83
79.89
Plat Bordes tb. 12 cm Uk. Besi Dia. 10
10
25
100 x
12
8.33
0.62
128.44
0.69
0.440
7.64
4.71
133.15
12 10
12.5 10
100 x 100 x
10 10
10.00 10.00
0.89 0.62
110.97 61.65
0.83 0.83
0.528 0.440
5.50 3.67
4.88 2.26
115.85 63.91
Lantai & Trap Tangga Uk. Besi Dia. 12
DI ISI SESUAI GAMBAR ASUMSI PERHITUNGAN
a
b
c
d
e
f
g=1/(e x f)
h=6165 x c x c
Catatan : 1. Perhatikan faktor sambungan, sesuaikan dengan asumsi kebutuhan sambungan. 2. Perhatikan faktor koef. Bekisting, sesuaikan dengan asumsi pemakaian. 3. Perhitungan diatas agar disesuaikan dengan gambar detail.
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
UNTUK 1 M3 BETON
PERHITUNGAN BEKISTING
TULANGAN SENGKANG
BERAT BESI / JUMLAH M' CINCIN
BERAT TOTAL BERAT TULANGAN TULANGAN LINGKAR CINCIN SENGKANG UNTUK 1M3 / M3 BETON BETON
(KG)
(cincin)
(CM)
(KG)
s=6165 x o x o
t= g/p
u=(((e-2q)+(f2q))x2)+r
v=s x t x u
(KG)
LEBAR SISI BEKISTING TERPASANG
(CM) sisi-2
(CM) sisi-3
(CM) sisi-4
(M')
(M2)
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
z= x1+ x2 + y1 + y2
a1=g x z
37.5
37.5
1.5
80.34 80.00
(CM) sisi-1
LUAS LUAS LEBAR TOTAL KOEF. BEKISTING BEKISTING SISI TERPASANG PEMAKAIAN UNTUK 1M3 UNTUK 1M3 TERPASANG
37.5
37.5
(M2) a2
a3=a1 x a2
4.00
0.25
1.0000 1.0000
0.6165
111.11
Rp
88.00
60.28
207.23 210.00
-
-
30.0
30.0
0.6
10.00
0.25
2.5000 2.5000
0.6165
148.15
Rp
78.00
71.24
227.99 230.00
-
-
30.0
30.0
0.6
13.33
0.25
3.3333 3.3333
0.39456
111.11
Rp
86.40
37.88
132.98 130.00
-
-
30.0
30.0
0.6
10.00
0.25
2.5000 2.5000
0.39456
148.15
Rp
76.40
44.66
146.10 150.00
-
-
30.0
30.0
0.6
13.33
0.25
3.3333 3.3333
0.39456
177.78
Rp
66.40
46.58
168.30 170.00
-
-
25.0
25.0
0.5
13.33
0.25
3.3333 3.3333
0.39456
222.22
Rp
56.40
49.45
201.61 200.00
-
-
20.0
20.0
0.4
13.33
0.25
3.3333 3.3333
0.6165
41.67
Rp
148.00
38.02
196.50 200.00
40.0
40.0
40.0
40.0
1.6
10.00
0.25
2.5000 2.5000
0.6165
41.67
Rp
148.00
38.02
149.30
40.0
40.0
40.0
40.0
1.6
10.00
0.25
2.5000
s=6165 x o x o
u=(((e-2q)+(f2q))x2)+r
t= g/p
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
z= x1+ x2 + y1 + y2
a1=g x z
a2
150.00
a3=a1 x a2 2.5000
0.6165
55.56
Rp
128.00
43.84
255.15 260.00
30.0
30.0
40.0
40.0
1.4
11.67
0.25
2.9167 2.9167
0.6165
55.56
Rp
128.00
43.84
192.21 190.00
30.0
30.0
40.0
40.0
1.4
11.67
0.25
2.9167 2.9167
0.6165
63.49
Rp
118.00
46.19
239.38 240.00
30.0
30.0
35.0
35.0
1.3
12.38
0.25
3.0952 3.0952
0.6165
63.49
Rp
118.00
46.19
173.36 170.00
30.0
30.0
35.0
35.0
1.3
12.38
0.25
3.0952 3.0952
0.6165
63.49
Rp
118.00
46.19
180.54 180.00
30.0
30.0
35.0
35.0
1.3
12.38
0.25
3.0952 3.0952
0.6165
63.49
Rp
118.00
46.19
136.37 140.00
30.0
30.0
35.0
35.0
1.3
12.38
0.25
3.0952 3.0952
0.6165
88.89
Rp
98.00
53.70
324.17 320.00
25.0
25.0
30.0
30.0
1.1
14.67
0.25
3.6667 3.6667
0.6165
88.89
Rp
98.00
53.70
231.75 230.00
25.0
25.0
30.0
30.0
1.1
14.67
0.25
3.6667 3.6667
0.6165
88.89
Rp
98.00
53.70
172.40 170.00
25.0
25.0
30.0
30.0
1.1
14.67
0.25
3.6667 3.6667
0.6165
74.07
Rp
108.00
49.32
218.36 220.00
30.0
30.0
30.0
30.0
1.2
13.33
0.25
3.3333 3.3333
u=(((e-2q)+(f2q))x2)+r
s=6165 x o x o
t= g/p
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
0.6165
74.07
Rp
108.00
49.32
197.69 200.00
30.0
0.6165
106.67
Rp
88.00
57.87
220.15 220.00
0.6165
106.67
Rp
88.00
57.87
0.6165
106.67
Rp
88.00
0.6165
106.67
Rp
0.39456
166.67
0.39456
a2
a3=a1 x a2
30.0
30.0
30.0
1.2
13.33
0.25
3.3333 3.3333
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
200.30 200.00
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
57.87
170.73 170.00
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
88.00
57.87
158.88 160.00
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
Rp
66.40
43.66
220.01 220.00
20.0
20.0
20.0
20.0
0.8
20.00
0.25
5.0000 5.0000
166.67
Rp
66.40
43.66
201.49 200.00
20.0
20.0
20.0
20.0
0.8
20.00
0.25
5.0000 5.0000
0.6165
88.89
Rp
98.00
53.70
137.05 140.00
25.0
25.0
30.0
30.0
1.1
14.67
0.25
3.6667 3.6667
0.6165
106.67
Rp
88.00
57.87
157.89 160.00
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
0.39456
166.67
Rp
66.40
43.66
147.85 150.00
20.0
20.0
20.0
20.0
0.8
20.00
0.25
5.0000 5.0000
0.39456
296.30
Rp
46.40
54.24
239.47 240.00
15.0
15.0
15.0
15.0
0.6
26.67
0.25
6.6667 6.6667
0.39456
296.30
Rp
46.40
54.24
163.84 160.00
-
15.0
15.0
0.3
13.33
0.25
6.6667 6.6667
0.6165
37.04
Rp
168.00
38.36
165.14
-
48.0
48.0
1.26
7.00
1.00
7.0000
-
30.0
z= x1+ x2 + y1 + y2
a1=g x z
s=6165 x o x o
u=(((e-2q)+(f2q))x2)+r
t= g/p
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
z= x1+ x2 + y1 + y2
a1=g x z
a2
170.00
a3=a1 x a2 7.0000
0.6165
40.40
Rp
158.00
39.36
177.67 180.00
-
30.0
43.0
43.0
1.16
7.03
1.00
7.0303 7.0303
0.6165
53.33
Rp
138.00
45.37
227.94 230.00
-
25.0
38.0
38.0
1.01
8.08
1.00
8.0800 8.0800
0.6165
83.33
Rp
108.00
55.49
165.70 170.00
-
20.0
28.0
28.0
0.76
9.50
1.00
9.5000 9.5000
0.6165
111.11
Rp
88.00
60.28
207.23 210.00
-
20.0
18.0
18.0
0.56
9.33
1.00
9.3333 9.3333
0.39456
177.78
Rp
66.40
46.58
198.74 200.00
-
15.0
13.0
13.0
0.41
10.93
1.00
10.9333 10.9333
0.6165
111.11
Rp
88.00
60.28
229.32 230.00
-
20.0
18.0
18.0
0.56
9.33
1.00
9.3333 9.3333
0.6165
55.56
Rp
148.00
50.69
153.56 150.00
-
20.0
48.0
48.0
1.16
9.67
1.00
9.6667 9.6667
0.39456
133.33
Rp
76.40
40.19
154.31 150.00
-
20.0
13.0
13.0
0.46
9.20
0.50
4.6000 4.6000
0.6165
111.11
Rp
88.00
60.28
155.38 160.00
-
-
30.0
30.0
0.6
10.00
0.25
2.5000 2.5000
0.6165
148.15
Rp
78.00
71.24
172.68 170.00
-
-
30.0
30.0
0.6
13.33
0.25
3.3333 3.3333
u=(((e-2q)+(f2q))x2)+r
s=6165 x o x o
t= g/p
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
0.39456
111.11
Rp
86.40
37.88
132.98 130.00
-
0.39456
148.15
Rp
76.40
44.66
146.10 150.00
0.39456
213.33
Rp
66.40
55.89
0.39456
222.22
Rp
56.40
0.22194
296.30
Rp
44.80
z= x1+ x2 + y1 + y2
-
30.0
30.0
0.6
-
-
30.0
30.0
177.62 180.00
-
-
25.0
49.45
201.61 200.00
-
-
29.46
139.06 140.00
-
-
a1=g x z
a2
a3=a1 x a2
10.00
0.25
2.5000 2.5000
0.6
13.33
0.25
3.3333 3.3333
25.0
0.5
13.33
0.25
3.3333 3.3333
20.0
20.0
0.4
13.33
0.25
3.3333 3.3333
15.0
15.0
0.3
13.33
0.25
3.3333 3.3333
133.15 130.00
100.0
-
-
-
1
8.33
1.00
8.3333 8.3333
95.87 100.00
100.0
-
-
-
1
10.00
1.00
10.0000 10.0000
95.87 100.00
100.0
-
10.0
10.0
1.2
12.00
0.25
3.0000 3.0000
79.89 80.00
100.0
-
10.0
10.0
1.2
12.00
0.25
3.0000 3.0000
133.15 130.00
100.0
-
-
-
1
8.33
0.50
4.1667 4.1667
115.85 63.91 180.00
100.0
-
-
-
1
10.00
0.50
5.0000 5.0000
Bekasi,
Februari 2015
KEPALA DINAS BANGUNAN DAN PERMUKIMAN
s=6165 x o x o
t= g/p
u=(((e-2q)+(f2q))x2)+r
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
z= x1+ x2 + y1 + y2
KOTA BEKASI
a1=g x z
a2
a3=a1 x a2
Lampiran : Rincian Anggaran Biaya (Penawaran Harga) Nomor : 01/SPH/GPM/I/2019 Tanggal : 15 Januari 2019 Pekerjaan : Perbaikan Plafond, Dinding, Handle Pintu dan Lantai Gedung R83 NO I
URAIAN PEKERJAAN PEKERJAAN PERSIAPAN 1 Dokumentasi 2 Mobilisasi 3 Alat bantu kerja
KODE ANALISA
Ls Ls Ls
VOLUME SATUAN
1.00 1.00 1.00
ls ls ls
8.00 1.50 3.00 3.00 3.00 3.00 1.00 20.00 2.00 10.00 2.00 1.00 10.00 1.00 35.00 1.00 2.00 1.00 32.00 32.00 32.00
bh m2 bh bh bh bh bh m' m' m2 bh bh m' bh m2 bh m2 ttk m2 m2 m2
Sub Total I II
PEKERJAAN PASANGAN 1 Pek. Ganti plafond accoustic motif sesuai existing, uk. 60 x 60 cm 2 Pengecatan besi kolom H Beam R. Tunggu 3 Pek. Bongkar handle pintu 4 Pek. Pasang handle pintu 5 Pek. Pasang Panic Bar 6 Pek. Pasang body tarikan 7 Pek. Perbaikan karet yang lepas bawah pintu 8 Pek. Pasang pipa pembungkus kable 9 Pek. Perbaikan list plafond yang lepas 10 Pek. Perbaikan plafond triplek yang lepas 11 Pek. Perbaikan pintu rolling door (pasang roda dan dudukan rel) 12 Pek. Ganti anak kunci pintu besi 13 Pek. Perbaikan bocoran di R. AHU dengn aquaproof + serat fiber 14 Pek. Perbaikan plesteran lubang pipa R. Ahu 15 Pengecatan dinding R. AHU 16 Pek. Bongkar dan Pasang kembali pintu BRC (pindah posisi) 17 Pek. Pasang paving Block uk. 10 x 20 cm tbl. 6 cm 18 Pek. Perbaikan partisi bekas lubang stopkontak + pengecatan R. Uji 19 Pek. Kupas acian lantai R. Uji 20 Pek. Pasang acian lantai dengan Lemkra 21 Pengecatan lantai dengan epoxy Sub Total II
Total PPN 10 % Grand Total Dibulatkan Terbilang : Tiga puluh dua juta rupiah
CV. INTANG ID
NANA HERYA
1 Pekerjaan bongkar bubungan lama 2 Pasang bubungan seng BJLS lebar 90 cm 3 Pasang kembali bubungan lama 4 Pasang membrand sheet penutup bocoran atap 5 Pengecatan listplank beton gedung R83 6 Pasang long drat penguat pipa air mesin roof dag Gedung Kantor Sub Total II
hitung #REF! hitung hitung #REF! hitung
40.00 40.00 40.00 20.00 #REF! 1.00
m' m' m2 m' m2 ls
Total PPN 10 % Grand Total Dibulatkan Terbilang : Delapan juta sembilan ratus ribu rupiah
CV. GLOBAL PRATAMA
HARGA SATUAN JUMLAH HARGA (Rp) (Rp)
Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
255,000.00 Rp 150,000.00 Rp 350,000.00 Rp Rp
85,000.00 49,000.00 20,000.00 1,120,000.00 1,770,000.00 630,000.00 15,000.00 17,500.00 21,500.00 18,000.00 2,500,000.00 150,000.00 55,000.00 35,000.00 53,900.00 450,000.00 185,000.00 115,000.00 18,000.00 38,000.00 190,000.00
al n
Hormat kami, CV. INTANG IDEA
NANA HERYANA Direktur
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
255,000.00 150,000.00 350,000.00 755,000.00
680,000.00 73,500.00 60,000.00 3,360,000.00 5,310,000.00 1,890,000.00 15,000.00 350,000.00 43,000.00 180,000.00 5,000,000.00 150,000.00 550,000.00 35,000.00 1,886,500.00 450,000.00 370,000.00 115,000.00 576,000.00 1,216,000.00 6,080,000.00 28,390,000.00 29,145,000.00 2,914,500.00 32,059,500.00 32,000,000.00
Rp
Rp Rp
10,000.00 Rp #REF! #REF! 37,440.00 Rp #REF! 160,000.00 Rp
al n
400,000.00 #REF! #REF! 748,800.00 #REF! 160,000.00 #REF! #REF! #REF! #REF! #REF!
Hormat kami, CV. GLOBAL PRATAMA MANDIRI
ADHI PARDI Direktur
NO
TYPE BETON
DIA. JMLH BESI BESI
DIMENSI BETON
(MM) (Btg) (CM) x (CM) lebar x tinggi a
b
JUMLAH PANJANG / BERAT BESI KAIT DAN BERAT BESI / DIMENSI POKOK / M3 SAMBUNG M' UNTUK 1M3 BETON BESI Per 6M'
TULANGAN SENGKANG PANJANG KAIT DAN SAMBUNG BESI Per 6M'
BERAT PANJANG BESI KAIT BERAT KAIT DAN JARAK PANJANG DAN TULANGAN SELIMUT SAMBUNG DIA. BESI CINCIN KAIT SAMBUNG POKOK / BETON BESI Untuk RATA2 CINCIN / M3 M3 BETON 1 M3 BETON
(M')
(KG)
(KG)
(Bh)
(M')
(M')
(M')
(KG)
(MM)
(CM)
(CM)
(CM)
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
100 x 37.5
2.67
1.04
73.35
0.44
0.572
6.71
6.99
80.34
c
d
e
f
P1/P2 PONDASI P1 Besi Dia. D16-12.5
13
26.4
SL1 Sloof 20/30 Uk. Besi Dia. D16
16
5
20
x
30
16.67
1.58
131.52
2.78
0.704
9.78
15.43
146.95
10
15
2.5
8
SL2 Sloof 15/30 Uk. Besi Dia. D16
16
4
15
x
30
22.22
1.58
140.29
3.70
0.704
10.43
16.46
156.75
10
15
2.5
8
SL1 Sloof 20/30 Uk. Besi Dia. D13
13
5
20
x
30
16.67
1.04
86.82
2.78
0.572
7.94
8.28
95.10
8
15
2.5
6.4
SL2 Sloof 15/30 Uk. Besi Dia. D13
13
4
15
x
30
22.22
1.04
92.61
3.70
0.572
8.47
8.83
101.44
8
15
2.5
6.4
SL3 Sloof 15/25 Uk. Besi Dia. D13
13
4
15
x
25
26.67
1.04
111.13
4.44
0.572
10.17
10.59
121.73
8
15
2.5
6.4
SL4 Sloof 15/20 Uk. Besi Dia. D13
13
4
15
x
20
33.33
1.04
138.92
5.56
0.572
12.71
13.24
152.16
8
15
2.5
6.4
K1 Kolom 40/40 Lt. 1 Uk. Besi Dia. D19
19
10
40
x
40
6.25
2.23
139.10
1.04
0.836
8.71
19.38
158.48
10
15
2.5
8
K1 Kolom 40/40 Lt. 2 Uk. Besi Dia. D19
19
8
40
x
40
6.25
2.23
111.28
0.00
0.000
0.00
0.00
111.28
10
15
2.5
8
a
b
c
d
e
f
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
K1 Kolom 30/40 Lt. 1 Uk. Besi Dia. D19
19
10
30
x
40
8.33
2.23
185.46
1.39
0.836
11.61
25.84
211.31
10
15
2.5
8
K1 Kolom 30/40 Lt. 2 Uk. Besi Dia. D19
19
8
30
x
40
8.33
2.23
148.37
0.00
0.000
0.00
0.00
148.37
10
15
2.5
8
K1 Kolom 30/35 Lt. 1 Uk. Besi Dia. D19
19
8
30
x
35
9.52
2.23
169.57
1.59
0.836
10.62
23.63
193.19
10
15
2.5
8
K1 Kolom 30/35 Lt. 2 Uk. Besi Dia. D19
19
6
30
x
35
9.52
2.23
127.18
0.00
0.000
0.00
0.00
127.18
10
15
2.5
8
K1.A Kolom 30/35 Lt. 1 Uk. Besi Dia. D16
16
8
30
x
35
9.52
1.58
120.25
1.59
0.704
8.94
14.11
134.36
10
15
2.5
8
K1.A Kolom 30/35 Lt. 2 Uk. Besi Dia. D16
16
6
30
x
35
9.52
1.58
90.19
0.00
0.000
0.00
0.00
90.19
10
15
2.5
8
K1 Kolom 25/30 Lt. 1 Uk. Besi Dia. D19
19
8
25
x
30
13.33
2.23
237.39
2.22
0.836
14.86
33.08
270.47
10
15
2.5
8
K1.A Kolom 25/30 Lt. 2 Uk. Besi Dia. D19
19
6
25
x
30
13.33
2.23
178.05
0.00
0.000
0.00
0.00
178.05
10
15
2.5
8
K1.B Kolom 25/30 LT. 2 Uk. Besi Dia. D19
19
4
25
x
30
13.33
2.23
118.70
0.00
0.000
0.00
0.00
118.70
10
15
2.5
8
K2 Kolom 30/30 Lt. 1 Uk. Besi Dia. D19
19
6
30
x
30
11.11
2.23
148.37
1.85
0.836
9.29
20.67
169.04
10
15
2.5
8
a
b
c
d
e
f
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
K2 Kolom 30/30 Lt. 2 Uk. Besi Dia. D19
19
6
30
x
30
11.11
2.23
148.37
0.00
0.000
0.00
0.00
148.37
10
15
2.5
8
K2 Kolom 25/25 Lt. 1 Uk. Besi Dia. D19
19
4
25
x
25
16.00
2.23
142.44
2.67
0.836
8.92
19.85
162.28
10
15
2.5
8
K2 Kolom 25/25 Lt. 2 Uk. Besi Dia. D19
19
4
25
x
25
16.00
2.23
142.44
0.00
0.000
0.00
0.00
142.44
10
15
2.5
8
K2.A Kolom 25/25 Lt. 1 Uk. Besi Dia. D16
16
4
25
x
25
16.00
1.58
101.01
2.67
0.704
7.51
11.85
112.86
10
15
2.5
8
K2.A Kolom 25/25 Lt. 2 Uk. Besi Dia. D16
16
4
25
x
25
16.00
1.58
101.01
0.00
0.000
0.00
0.00
101.01
10
15
2.5
8
K2 Kolom 20/20 LT. 1 Uk. Besi Dia. D16
16
4
20
x
20
25.00
1.58
157.82
4.17
0.704
11.73
18.52
176.34
8
15
2.5
6.4
K2 Kolom 20/20 Lt. 2 Uk. Besi Dia. D16
16
4
20
x
20
25.00
1.58
157.82
0.00
0.000
0.00
0.00
157.82
8
15
2.5
6.4
K1 Kolom 25/30 Uk. Besi Dia. D13
13
6
25
x
30
13.33
1.04
83.35
0.00
0.000
0.00
0.00
83.35
10
15
2.5
8
K2 Kolom 25/25 Uk. Besi Dia. D13
13
6
25
x
25
16.00
1.04
100.02
0.00
0.000
0.00
0.00
100.02
10
15
2.5
8
K3 Kolom 20/20 Uk. Besi Dia. D13
13
4
20
x
20
25.00
1.04
104.19
0.00
0.000
0.00
0.00
104.19
8
15
2.5
6.4
K4 Kolom 15/15 Uk. Besi Dia. D13
13
4
15
x
15
44.44
1.04
185.22
0.00
0.000
0.00
0.00
185.22
8
15
2.5
6.4
K5 Kolom 15/15 Uk. Besi Dia. 10
10
4
15
x
15
44.44
0.62
109.60
0.00
0.000
0.00
0.00
109.60
8
15
2.5
6.4
B1 Balok 30/60 Uk. Besi Dia. D19
19
9
30
x
60
5.56
2.23
111.28
0.93
0.836
6.97
15.50
126.78
10
15
2.5
8
a
b
c
d
e
f
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
B1 Balok 30/55 Uk. Besi Dia. D19
19
9
30
x
55
6.06
2.23
121.39
1.01
0.836
7.60
16.91
138.31
10
15
2.5
8
B1 Balok 25/50 Uk. Besi Dia. D19
19
9
25
x
50
8.00
2.23
160.24
1.33
0.836
10.03
22.33
182.57
10
15
2.5
8
B2 Balok 20/40 Uk. Besi Dia. D16
16
5
20
x
40
12.50
1.58
98.64
2.08
0.704
7.33
11.57
110.21
10
15
2.5
8
B3 Balok 20/30 Uk. Besi Dia. D16
16
5
20
x
30
16.67
1.58
131.52
2.78
0.704
9.78
15.43
146.95
10
15
2.5
8
B4 Balok 15/25 Uk. Besi Dia. D13
13
5
15
x
25
26.67
1.04
138.92
4.44
0.572
12.71
13.24
152.16
8
15
2.5
6.4
B5 Balok 20/30 Uk. Besi Dia. D19
19
4
20
x
30
16.67
2.23
148.37
2.78
0.836
9.29
20.67
169.04
10
15
2.5
8
B6 Balok 20/60 Uk. Besi Dia. D16
16
7
20
x
60
8.33
1.58
92.06
1.39
0.704
6.84
10.80
102.87
10
15
2.5
8
B7 Balok Tangga 20/25 Uk. Besi Dia. D13
13
5
20
x
25
20.00
1.04
104.19
3.33
0.572
9.53
9.93
114.12
8
15
2.5
6.4
RB1 Ring Balk 20/30 Uk. Besi Dia. D13
13
5
20
x
30
16.67
1.04
86.82
2.78
0.572
7.94
8.28
95.10
10
15
2.5
8
RB2 Ring Balk 15/30 Uk. Besi Dia. D13
13
4
15
x
30
22.22
1.04
92.61
3.70
0.572
8.47
8.83
101.44
10
15
2.5
8
c
d
e
RB1 Ring Balk 20/30 Uk. Besi Dia. D13
13
5
20
RB2 Ring Balk 15/30 Uk. Besi Dia. D13
13
4
RB3 Ring Balk 15/25 Uk. Besi Dia. D13
13
RB4 Ring Balk 15/20 Uk. Besi Dia. D13 RBP Ring Balk 15/15 Uk. Besi Dia. 10
TANGGA
BORDES DUDUK TOPIAN
DAK
LANTAI
a
b
f
g=1/(e x f)
h=6165 x c x c
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
x
30
16.67
1.04
86.82
2.78
0.572
7.94
8.28
95.10
8
15
2.5
6.4
15
x
30
22.22
1.04
92.61
3.70
0.572
8.47
8.83
101.44
8
15
2.5
6.4
4
15
x
25
26.67
1.04
111.13
4.44
0.572
10.17
10.59
121.73
8
12.5
2.5
6.4
13
4
15
x
20
33.33
1.04
138.92
5.56
0.572
12.71
13.24
152.16
8
15
2.5
6.4
10
4
15
x
15
44.44
0.62
109.60
0.00
0.000
0.00
0.00
109.60
6
15
2.5
4.8
Plat Lantai tb. 12 cm Uk. Besi Dia. 10
10
25
100 x
12
8.33
0.62
128.44
0.69
0.440
7.64
4.71
133.15
Plat Dak tb. 10 cm Uk. Besi Dia. 10
10
15
100 x
10
10.00
0.62
92.48
0.83
0.440
5.50
3.39
95.87
Plat Topian tb. 10 cm Uk. Besi Dia. 10
10
15
100 x
10
10.00
0.62
92.48
0.83
0.440
5.50
3.39
95.87
Plat Tempat Duduk tb. 10 cm Uk. Besi Dia. 10
10
12.5
100 x
10
10.00
0.62
77.06
0.83
0.440
4.58
2.83
79.89
Plat Bordes tb. 12 cm Uk. Besi Dia. 10
10
25
100 x
12
8.33
0.62
128.44
0.69
0.440
7.64
4.71
133.15
12 10
12.5 10
100 x 100 x
10 10
10.00 10.00
0.89 0.62
110.97 61.65
0.83 0.83
0.528 0.440
5.50 3.67
4.88 2.26
115.85 63.91
Lantai & Trap Tangga Uk. Besi Dia. 12
DI ISI SESUAI GAMBAR ASUMSI PERHITUNGAN
a
b
c
d
e
f
g=1/(e x f)
h=6165 x c x c
Catatan : 1. Perhatikan faktor sambungan, sesuaikan dengan asumsi kebutuhan sambungan. 2. Perhatikan faktor koef. Bekisting, sesuaikan dengan asumsi pemakaian. 3. Perhitungan diatas agar disesuaikan dengan gambar detail.
i=d x g x h
j=g/6
k
l=d x j x k
m=h x l
n=i + m
o
p
q
r
UNTUK 1 M3 BETON
PERHITUNGAN BEKISTING
TULANGAN SENGKANG
BERAT BESI / JUMLAH M' CINCIN
BERAT TOTAL BERAT TULANGAN TULANGAN LINGKAR CINCIN SENGKANG UNTUK 1M3 / M3 BETON BETON
(KG)
(cincin)
(CM)
(KG)
s=6165 x o x o
t= g/p
u=(((e-2q)+(f2q))x2)+r
v=s x t x u
(KG)
LEBAR SISI BEKISTING TERPASANG
(CM) sisi-2
(CM) sisi-3
(CM) sisi-4
(M')
(M2)
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
z= x1+ x2 + y1 + y2
a1=g x z
37.5
37.5
1.5
80.34 80.00
(CM) sisi-1
LUAS LUAS LEBAR TOTAL KOEF. BEKISTING BEKISTING SISI TERPASANG PEMAKAIAN UNTUK 1M3 UNTUK 1M3 TERPASANG
37.5
37.5
(M2) a2
a3=a1 x a2
4.00
0.25
1.0000 1.0000
0.6165
111.11
Rp
88.00
60.28
207.23 210.00
-
-
30.0
30.0
0.6
10.00
0.25
2.5000 2.5000
0.6165
148.15
Rp
78.00
71.24
227.99 230.00
-
-
30.0
30.0
0.6
13.33
0.25
3.3333 3.3333
0.39456
111.11
Rp
86.40
37.88
132.98 130.00
-
-
30.0
30.0
0.6
10.00
0.25
2.5000 2.5000
0.39456
148.15
Rp
76.40
44.66
146.10 150.00
-
-
30.0
30.0
0.6
13.33
0.25
3.3333 3.3333
0.39456
177.78
Rp
66.40
46.58
168.30 170.00
-
-
25.0
25.0
0.5
13.33
0.25
3.3333 3.3333
0.39456
222.22
Rp
56.40
49.45
201.61 200.00
-
-
20.0
20.0
0.4
13.33
0.25
3.3333 3.3333
0.6165
41.67
Rp
148.00
38.02
196.50 200.00
40.0
40.0
40.0
40.0
1.6
10.00
0.25
2.5000 2.5000
0.6165
41.67
Rp
148.00
38.02
149.30
40.0
40.0
40.0
40.0
1.6
10.00
0.25
2.5000
s=6165 x o x o
u=(((e-2q)+(f2q))x2)+r
t= g/p
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
z= x1+ x2 + y1 + y2
a1=g x z
a2
150.00
a3=a1 x a2 2.5000
0.6165
55.56
Rp
128.00
43.84
255.15 260.00
30.0
30.0
40.0
40.0
1.4
11.67
0.25
2.9167 2.9167
0.6165
55.56
Rp
128.00
43.84
192.21 190.00
30.0
30.0
40.0
40.0
1.4
11.67
0.25
2.9167 2.9167
0.6165
63.49
Rp
118.00
46.19
239.38 240.00
30.0
30.0
35.0
35.0
1.3
12.38
0.25
3.0952 3.0952
0.6165
63.49
Rp
118.00
46.19
173.36 170.00
30.0
30.0
35.0
35.0
1.3
12.38
0.25
3.0952 3.0952
0.6165
63.49
Rp
118.00
46.19
180.54 180.00
30.0
30.0
35.0
35.0
1.3
12.38
0.25
3.0952 3.0952
0.6165
63.49
Rp
118.00
46.19
136.37 140.00
30.0
30.0
35.0
35.0
1.3
12.38
0.25
3.0952 3.0952
0.6165
88.89
Rp
98.00
53.70
324.17 320.00
25.0
25.0
30.0
30.0
1.1
14.67
0.25
3.6667 3.6667
0.6165
88.89
Rp
98.00
53.70
231.75 230.00
25.0
25.0
30.0
30.0
1.1
14.67
0.25
3.6667 3.6667
0.6165
88.89
Rp
98.00
53.70
172.40 170.00
25.0
25.0
30.0
30.0
1.1
14.67
0.25
3.6667 3.6667
0.6165
74.07
Rp
108.00
49.32
218.36 220.00
30.0
30.0
30.0
30.0
1.2
13.33
0.25
3.3333 3.3333
u=(((e-2q)+(f2q))x2)+r
s=6165 x o x o
t= g/p
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
0.6165
74.07
Rp
108.00
49.32
197.69 200.00
30.0
0.6165
106.67
Rp
88.00
57.87
220.15 220.00
0.6165
106.67
Rp
88.00
57.87
0.6165
106.67
Rp
88.00
0.6165
106.67
Rp
0.39456
166.67
0.39456
a2
a3=a1 x a2
30.0
30.0
30.0
1.2
13.33
0.25
3.3333 3.3333
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
200.30 200.00
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
57.87
170.73 170.00
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
88.00
57.87
158.88 160.00
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
Rp
66.40
43.66
220.01 220.00
20.0
20.0
20.0
20.0
0.8
20.00
0.25
5.0000 5.0000
166.67
Rp
66.40
43.66
201.49 200.00
20.0
20.0
20.0
20.0
0.8
20.00
0.25
5.0000 5.0000
0.6165
88.89
Rp
98.00
53.70
137.05 140.00
25.0
25.0
30.0
30.0
1.1
14.67
0.25
3.6667 3.6667
0.6165
106.67
Rp
88.00
57.87
157.89 160.00
25.0
25.0
25.0
25.0
1
16.00
0.25
4.0000 4.0000
0.39456
166.67
Rp
66.40
43.66
147.85 150.00
20.0
20.0
20.0
20.0
0.8
20.00
0.25
5.0000 5.0000
0.39456
296.30
Rp
46.40
54.24
239.47 240.00
15.0
15.0
15.0
15.0
0.6
26.67
0.25
6.6667 6.6667
0.39456
296.30
Rp
46.40
54.24
163.84 160.00
-
15.0
15.0
0.3
13.33
0.25
6.6667 6.6667
0.6165
37.04
Rp
168.00
38.36
165.14
-
48.0
48.0
1.26
7.00
1.00
7.0000
-
30.0
z= x1+ x2 + y1 + y2
a1=g x z
s=6165 x o x o
u=(((e-2q)+(f2q))x2)+r
t= g/p
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
z= x1+ x2 + y1 + y2
a1=g x z
a2
170.00
a3=a1 x a2 7.0000
0.6165
40.40
Rp
158.00
39.36
177.67 180.00
-
30.0
43.0
43.0
1.16
7.03
1.00
7.0303 7.0303
0.6165
53.33
Rp
138.00
45.37
227.94 230.00
-
25.0
38.0
38.0
1.01
8.08
1.00
8.0800 8.0800
0.6165
83.33
Rp
108.00
55.49
165.70 170.00
-
20.0
28.0
28.0
0.76
9.50
1.00
9.5000 9.5000
0.6165
111.11
Rp
88.00
60.28
207.23 210.00
-
20.0
18.0
18.0
0.56
9.33
1.00
9.3333 9.3333
0.39456
177.78
Rp
66.40
46.58
198.74 200.00
-
15.0
13.0
13.0
0.41
10.93
1.00
10.9333 10.9333
0.6165
111.11
Rp
88.00
60.28
229.32 230.00
-
20.0
18.0
18.0
0.56
9.33
1.00
9.3333 9.3333
0.6165
55.56
Rp
148.00
50.69
153.56 150.00
-
20.0
48.0
48.0
1.16
9.67
1.00
9.6667 9.6667
0.39456
133.33
Rp
76.40
40.19
154.31 150.00
-
20.0
13.0
13.0
0.46
9.20
0.50
4.6000 4.6000
0.6165
111.11
Rp
88.00
60.28
155.38 160.00
-
-
30.0
30.0
0.6
10.00
0.25
2.5000 2.5000
0.6165
148.15
Rp
78.00
71.24
172.68 170.00
-
-
30.0
30.0
0.6
13.33
0.25
3.3333 3.3333
u=(((e-2q)+(f2q))x2)+r
s=6165 x o x o
t= g/p
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
0.39456
111.11
Rp
86.40
37.88
132.98 130.00
-
0.39456
148.15
Rp
76.40
44.66
146.10 150.00
0.39456
213.33
Rp
66.40
55.89
0.39456
222.22
Rp
56.40
0.22194
296.30
Rp
44.80
z= x1+ x2 + y1 + y2
-
30.0
30.0
0.6
-
-
30.0
30.0
177.62 180.00
-
-
25.0
49.45
201.61 200.00
-
-
29.46
139.06 140.00
-
-
a1=g x z
a2
a3=a1 x a2
10.00
0.25
2.5000 2.5000
0.6
13.33
0.25
3.3333 3.3333
25.0
0.5
13.33
0.25
3.3333 3.3333
20.0
20.0
0.4
13.33
0.25
3.3333 3.3333
15.0
15.0
0.3
13.33
0.25
3.3333 3.3333
133.15 130.00
100.0
-
-
-
1
8.33
1.00
8.3333 8.3333
95.87 100.00
100.0
-
-
-
1
10.00
1.00
10.0000 10.0000
95.87 100.00
100.0
-
10.0
10.0
1.2
12.00
0.25
3.0000 3.0000
79.89 80.00
100.0
-
10.0
10.0
1.2
12.00
0.25
3.0000 3.0000
133.15 130.00
100.0
-
-
-
1
8.33
0.50
4.1667 4.1667
115.85 63.91 180.00
100.0
-
-
-
1
10.00
0.50
5.0000 5.0000
Bekasi,
Februari 2015
KEPALA DINAS BANGUNAN DAN PERMUKIMAN
s=6165 x o x o
t= g/p
u=(((e-2q)+(f2q))x2)+r
v=s x t x u
w= m + n + v x1 = e x2 = e
y1 = f
y2 = f
z= x1+ x2 + y1 + y2
KOTA BEKASI
a1=g x z
a2
a3=a1 x a2
Lampiran : Rincian Anggaran Biaya (Penawaran Harga) Nomor : 01/SPH/GPM/I/2019 Tanggal : 15 Januari 2019 Pekerjaan : Perbaikan Plafond, Dinding, Handle Pintu dan Lantai Gedung R83 NO I
URAIAN PEKERJAAN PEKERJAAN PERSIAPAN 1 Dokumentasi 2 Mobilisasi 3 Alat bantu kerja
KODE ANALISA
Ls Ls Ls
VOLUME SATUAN
1.00 1.00 1.00
ls ls ls
8.00 1.50 3.00 3.00 3.00 3.00 1.00 20.00 2.00 10.00 2.00 1.00 10.00 1.00 35.00 1.00 2.00 1.00 32.00 32.00 32.00
bh m2 bh bh bh bh bh m' m' m2 bh bh m' bh m2 bh m2 ttk m2 m2 m2
Sub Total I II
PEKERJAAN PASANGAN 1 Pek. Ganti plafond accoustic motif sesuai existing, uk. 60 x 60 cm 2 Pengecatan besi kolom H Beam R. Tunggu 3 Pek. Bongkar handle pintu 4 Pek. Pasang handle pintu 5 Pek. Pasang Panic Bar 6 Pek. Pasang body tarikan 7 Pek. Perbaikan karet yang lepas bawah pintu 8 Pek. Pasang pipa pembungkus kable 9 Pek. Perbaikan list plafond yang lepas 10 Pek. Perbaikan plafond triplek yang lepas 11 Pek. Perbaikan pintu rolling door (pasang roda dan dudukan rel) 12 Pek. Ganti anak kunci pintu besi 13 Pek. Perbaikan bocoran di R. AHU dengn aquaproof + serat fiber 14 Pek. Perbaikan plesteran lubang pipa R. Ahu 15 Pengecatan dinding R. AHU 16 Pek. Bongkar dan Pasang kembali pintu BRC (pindah posisi) 17 Pek. Pasang paving Block uk. 10 x 20 cm tbl. 6 cm 18 Pek. Perbaikan partisi bekas lubang stopkontak + pengecatan R. Uji 19 Pek. Kupas acian lantai R. Uji 20 Pek. Pasang acian lantai dengan Lemkra 21 Pengecatan lantai dengan epoxy Sub Total II
Total PPN 10 % Grand Total Dibulatkan Terbilang : Tiga puluh dua juta rupiah
CV. INTANG ID
NANA HERYA
1 Pekerjaan bongkar bubungan lama 2 Pasang bubungan seng BJLS lebar 90 cm 3 Pasang kembali bubungan lama 4 Pasang membrand sheet penutup bocoran atap 5 Pengecatan listplank beton gedung R83 6 Pasang long drat penguat pipa air mesin roof dag Gedung Kantor Sub Total II
hitung #REF! hitung hitung #REF! hitung
40.00 40.00 40.00 20.00 #REF! 1.00
m' m' m2 m' m2 ls
Total PPN 10 % Grand Total Dibulatkan Terbilang : Delapan juta sembilan ratus ribu rupiah
CV. GLOBAL PRATAMA
HARGA SATUAN JUMLAH HARGA (Rp) (Rp)
Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
255,000.00 Rp 150,000.00 Rp 350,000.00 Rp Rp
85,000.00 49,000.00 20,000.00 1,120,000.00 1,770,000.00 630,000.00 15,000.00 17,500.00 21,500.00 18,000.00 2,500,000.00 150,000.00 55,000.00 35,000.00 53,900.00 450,000.00 185,000.00 115,000.00 18,000.00 38,000.00 190,000.00
al n
Hormat kami, CV. INTANG IDEA
NANA HERYANA Direktur
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
255,000.00 150,000.00 350,000.00 755,000.00
680,000.00 73,500.00 60,000.00 3,360,000.00 5,310,000.00 1,890,000.00 15,000.00 350,000.00 43,000.00 180,000.00 5,000,000.00 150,000.00 550,000.00 35,000.00 1,886,500.00 450,000.00 370,000.00 115,000.00 576,000.00 1,216,000.00 6,080,000.00 28,390,000.00 29,145,000.00 2,914,500.00 32,059,500.00 32,000,000.00
Rp
Rp Rp
10,000.00 Rp #REF! #REF! 37,440.00 Rp #REF! 160,000.00 Rp
al n
400,000.00 #REF! #REF! 748,800.00 #REF! 160,000.00 #REF! #REF! #REF! #REF! #REF!
Hormat kami, CV. GLOBAL PRATAMA MANDIRI
ADHI PARDI Direktur
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