PERHITUNGAN VOLUME KEGIATAN KEGIATAN PEKERAAN LOKASI TH" ANGGARAN
I
: Pengembangan Sarana dan Prasarana Balai Desa : Pembang!nan Pagar Balai Desa
Galian Tana#
A
1 Ponda ondasi si Bangu anguna nan n
B 1.00 1.00
+
T 0.50 0.50
x
0.80 0.80
2 II
Ur!gan Tana# Kembali 1 Urugan
III
0.33
Ur!gan ba$a# %&ndasi 1 Urug rugan Pasir asir
0.65 .65
+
0.50 0.50
x
0.1 0.10
0.40
x
0.70
2 IV
Pas" P&ndasi ba'! (ali 1
Pondasi
0.20
+ 2
V
K&l&m 1 volu!
P "o"al #$ V sa"uan V "o"al (ia!"!r 10
2 '!&!sian 3 ,ing
6-100
Pan%ang
17.00
0.15
%u %ula) 4.00 1000.00
*oo. B!si 0.62 100.00
/
l!&ar 0.15
x
0.52
To"al 4 *a'asi"as "ulangan 5 B!*isng VI
luas/
l!&ar 0.15
%ula) 2.00
Sl&&) 1 volu!
P "o"al #$ V sa"uan
Pan%ang
48.00
0.20
%u %ula) 4.00 1000.00
*oo. B!si 0.62 100.00
l!&ar 0.15
V "o"al 2 '!&!sian 3 ,ing
(ia!"!r 10 6-100
/
x
0.620
To"al 4 *a'asi"as "ulangan 5 B!*isng
luas/
'
%ula)
VII
0.20
2.00
Ringbal( 1 volu!
P "o"al V sa"uan
Pan%ang
48.00
0.15
%ula) 4.00 1000.00
*oo. B!si 0.62 150.00
l!&ar 0.15
V "o"al 2 '!&!sian 3 ,ing
(ia!"!r 10 6-150
/
x
0.52
To"al 4 *a'asi"as "ulangan 5 B!*isng VIII
luas/
%ula) 2.00
' 45.45
x
l 0.65
'!ru*aan 2.00
x
Pe(er*aan Dinding 1 P!asangan Ba"a !ra) Pan%ang Tinggi T!&al 2 Plas"!ran
48.00 1 0.15
uas Volu!
uas I
l!&ar 0.15
Pe(er*aan A+ian 1 d!'an &!la*ang 2 sa'ing 3 a"as
' luas
48.00 1.00 48.00
l x x x
1.00 0.15 0.15
To"al uas x
Pe(er*aan ,a' 1 d!'an &!la*ang 2 sa'ing 3 a"as
' luas
To"al uas
48.00 1.00 48.00
l x x x
1.00 0.15 0.15
P 48
28.80 3
T&'al V&l!me Galian Tana#
-
./"/0 m6
x
28.80 -
1"20 m6
x
48.00
2.76 3
x
-
."32 m6
48.00 -
40"0/ m6
1.00 -
0"0..5 m6
T&'al V&l!me Ur!gan x
-
x
0"6/
0.35 -
."73 (g ."057 (g
-
7"5..0 (g
-
.00"1/ (g8m6
Volu! 0.02 -
x
Volu!
46"66666 m.8m6
1.00 -
0"0600 m6
-
4"77 m6
0.35 -
."73 (g ."771 (g
-
7"1430 (g
-
426"10 (g8m6
0.03 -
46"66666 m.8m6
1.00 -
0"0..5 m6
-
4"0/ m6
."73 (g 0.35 - 4"621666666 (g
x
-
6"/636 (g
-
430"55 (g8m6
Volu! 0.02 -
46"66666 m.8m6
0.15 -
.1"57 m. 7"76 m6
0.02 -
51"01 m.
"!&al
"!&al %ula) x x x
2.00 2.00 1.00 -
12"00 0"60 3".0 406"50
m. m. m. m.
2.00 2.00 1.00 -
12"00 0"60 3".0 406"50
m. m. m. m.
%ula) x x x
ANALISA BAHAN DAN UPAH NO
Koef.
Sat.
Uraian Pekerjaan
1
2
3
4
Harga Satuan
Upah kerja
Harga Bahan
(p.!
(p.!
(p.!
5
6
7
I P"K"#AAN TANAH $. $%& 'alian Tanah Biaa Se)ala% $% 0.750 OH Pekerja
Rp
50,000.00 Rp
37,500.00
0.025 OH Mandor
Rp
70,000.00 Rp
1,750.00
Rp
39,250.00
Rp
*. $%+ Urugan Pair 1.200 m³ pasir r!"
Rp
160,000.00
Rp
0.300 OH Pekerja
Rp
50,000.00 Rp
15,000.00
0.010 OH Mandor
Rp
70,000.00 Rp
700.00
Rp
15,700.00 Rp
192,000.00
192,000.00 Rp
+. $%& Urugan Tanah Ke%,ali Se)ala% $% 0.500 OH Pekerja
Rp
50,000.00 Rp
25,000.00
0.050 OH Mandor
Rp
70,000.00 Rp
3,500.00
Rp
28,500.00
Rp
II. P"K"#AAN PASAN'AN $. Batu ,elah $ P- /Pp per %& 1.200 m³ #a$! %e&a' 15(20 163.000 k" P) 0.520 m³ Pasir pasan"
Rp
150,000.00
Rp
180,000.00
Rp
1,100.00
Rp
179,300.00
Rp
340,000.00
Rp
176,800.00
1.500 OH Pekerja
Rp
50,000.00 Rp
75,000.00
0.750 OH *!kan" #a$!
Rp
65,000.00 Rp
48,750.00
0.075 OH Mandor
Rp
70,000.00 Rp
5,250.00
Rp
129,000.00 Rp
536,100.00 Rp
III. P"K"#AAN B"TON $. $%& 0e%,uat ,eton K**1 371.000 k" P)
Rp
1,100.00
Rp
408,100.00
0.499 m3 Pasir #e$on
Rp
340,000.00
Rp
169,514.29
0.776 m3 +ora& #e$on
Rp
300,000.00
Rp
232,666.67
Rp
4,300.00
215.000
&$
ir
Rp
20.00 Rp
1.650 OH Pekerja
Rp
50,000.00 Rp
82,500.00
0.275 OH *!kan" #a$!
Rp
65,000.00 Rp
17,875.00
0.083 OH Mandor
Rp
70,000.00 Rp
5,810.00
Rp
106,185.00 Rp
814,580.95 Rp
*. $ kg Pe%,eian )engan Bei Polo 1.050 k" #esi #e$on -po&os
Rp
9,000.00
Rp
9,450.00
0.015 k" +a/a$ #e$on
Rp
15,000.00
Rp
225.00
0.007 OH Pekerja
Rp
50,000.00 Rp
350.00
0.007 OH *!kan" #esi
Rp
65,000.00 Rp
455.00
0.001 OH +epa&a *!kan"
Rp
Rp
0.00
0.003 OH Mandor
Rp
70,000.00 Rp
210.00
Rp
1,015.00 Rp
9,675.00 Rp
+. $%2 Paang Bekiting untuk Sloof 0.045 m³ +a! ke&as
Rp
1,900,000.00
Rp
85,500.00
0.300 k" Pak! %iasa 25
Rp
15,000.00
Rp
4,500.00
0.100 &$r Minak #ekis$in"
Rp
10,000.00
Rp
1,000.00
0.520 OH Pekerja
Rp
50,000.00 Rp
26,000.00
0.260 OH *!kan" +a!
Rp
65,000.00 Rp
16,900.00
0.026 OH Mandor
Rp
70,000.00 Rp
1,820.00
Rp
44,720.00 Rp
91,000.00 Rp
3 $%& Beton 4 Bekiting 4 Pe%,eian 1.000 m³ #e$on +225 163.900 k" Pen!&an"an #esi 13.300 m #ekis$in"
Rp
920,765.95
Rp
920,765.95
Rp
10,690.00
Rp
1,752,091.00
Rp
135,720.00
Rp
1,805,076.00 Rp
/. $%2 Paang Bekiting untuk ing,alk 0.040 m³ +a! ke&as
Rp
1,900,000.00
Rp
76,000.00
0.400 k" Pak! %iasa 25
Rp
15,000.00
Rp
6,000.00
0.200 &$r Minak #ekis$in"
Rp
10,000.00
Rp
2,000.00
0.015 m³ #a&ok +a!
Rp
1,900,000.00
Rp
28,500.00
0.660 OH Pekerja
Rp
50,000.00 Rp
33,000.00
0.330 OH *!kan" +a!
Rp
65,000.00 Rp
21,450.00
0.033 OH Mandor
Rp
70,000.00 Rp
2,310.00
Rp
56,760.00 Rp
112,500.00 Rp
3 $%& Beton 4 Bekiting 4 Pe%,eian I 1.000 m³ #e$on +225
Rp
920,765.95
Rp
920,765.95
170.55 k" Pen!&an"an #esi
Rp
10,690.00
Rp
1,823,159.70
13.300 m #ekis$in"
Rp
169,260.00
Rp
2,251,158.00 Rp
1. $%2 Paang Bekiting untuk Kolo% 0.040 m³ +a! ke&as
Rp
1,900,000.00
Rp
76,000.00
0.400 k" Pak! %iasa 25
Rp
15,000.00
Rp
6,000.00
0.200 &$r Minak #ekis$in"
Rp
10,000.00
Rp
2,000.00
0.015 m³ #a&ok +a!
Rp
1,900,000.00
Rp
28,500.00
0.660 OH Pekerja
Rp
50,000.00 Rp
33,000.00
0.330 OH *!kan" +a!
Rp
65,000.00 Rp
21,450.00
0.033 OH Mandor
Rp
70,000.00 Rp
2,310.00
Rp
56,760.00 Rp
112,500.00 Rp
3 $%& Beton 4 Bekiting 4 Pe%,eian I 1.000 m³ #e$on +225
Rp
920,765.95
Rp
920,765.95
200.98 k" Pen!&an"an #esi
Rp
10,690.00
Rp
2,148,452.44
13.300 m #ekis$in"
Rp
169,260.00
Rp
2,251,158.00 Rp
I5. P"K"#AAN DINDIN' $. $%2 Batu Bata $Sp /Pp te,al $6* ,ata 70.000 %' #a$a Mera' 5 11 22
Rp
700.00
Rp
49,000.00
11.500 k" P)
Rp
1,100.00
Rp
12,650.00
0.043 m³ Pasir Pasan"
Rp
340,000.00
Rp
14,620.00
0.300 OH Pekerja
Rp
50,000.00 Rp
15,000.00
0.100 OH *!kan" #a$!
Rp
65,000.00 Rp
6,500.00
0.015 OH Mandor
Rp
70,000.00 Rp
1,050.00
Rp
22,550.00 Rp
76,270.00 Rp
5. P"K"#AAN PL"ST"AN $. $ %2 pleteran $P- / Pp te,al $1 %% 6.240 k" P
Rp
1,100.00
Rp
6,864.00
0.024 m³ Pasir pasan"
Rp
340,000.00
Rp
8,160.00
0.360 OH Pekerja
Rp
50,000.00 Rp
18,000.00
0.120 OH *!kan" %a$!
Rp
65,000.00 Rp
7,800.00
0.018 OH Mandor
Rp
70,000.00 Rp
1,260.00
Rp
27,060.00
Rp
15,024.00 Rp
5I. P"K"#AAN A7IAN $. $ %* Pe%aangan A-ian 3.250 k" P
Rp
1,100.00
0.200 OH Pekerja
Rp
50,000.00
Rp
10,000.00
0.100 OH *!kan" #a$!
Rp
65,000.00
Rp
6,500.00
0.010 OH Mandor
Rp
70,000.00
Rp
700.00
Rp
17,200.00
Rp
3,575.00
Rp
3,575.00 Rp
5II. P"K"#AAN P"N'"7ATAN $. $ %* 7at te%,ok ,aru ( $ lapi pla%ir8 $ lapi -at )aar8 * lapi -at penutup ! 0.100 k" P&amir *em%ok
Rp
30,000.00
Rp
3,000.00
0.100 k" )a$ asar
Rp
30,000.00
Rp
3,000.00
0.260 k" )a$ Pen!$!p 2
Rp
65,000.00
Rp
16,900.00
0.020 OH Pekerja
Rp
50,000.00
Rp
1,000.00
0.063 OH *!kan" )a$
Rp
65,000.00
Rp
4,095.00
0.003 OH Mandor
Rp
70,000.00
Rp
175.00
Rp
5,270.00 Rp
22,900.00 Rp
Total
5olu%e
(p.!
5olu%e
total
Kon9eri
8
9
10
11
28.80 m3 39,250.00
2.76
m3
9.60
m3
10.08 10.08 10.08
m3 m3 m3
2.90 2.90 2.90 2.90
m3 m3 m3 m3
3.312 m3
3.312 m3
12.096 m3 1643.04 k" 5.2416 m3
12.096 m3 41.076 a" 5.2416 m3
207,700.00
28,500.00
665,100.00
1076.8275 1.447103571 2.25105 624.0375
k" k" k" &$
26.9206875 1.4471035714 2.25105 624.0375
a" m3 m3 &$
4 920,765.95
10 8 10 8 10 8 10,690.00
118.46 117.55 118.46 65.73 41.96 34.92 497.08
k/a$ 19.20 19.20 19.20
m2 m2 m2
k" k" k" k" k" k" k"
0.864 m3 5.76 k" 1.92 &$
15.923 24.80 15.923 13.87 5.64 7.37 7.456
%$" %$" %$" %$" %$" %$" k"
0.864 m3 5.76 k" 1.92 &$
14 22 13 21 5 7
10 37.48 32
8 46.03 50
135,720.00
1.44
m3
1.440
1.44 1.44
m3 m3
236.016 19.152
14.40 14.40 14.40 14.40
m2 m2 m2 m2
0.576 5.76 2.88 0.216
1.08 1.08 1.08
m3 m3 m3
1.080 184.192 14.364
5.40 5.40 5.40 5.40
m2 m2 m2 m2
0.216 2.16 1.08 0.081
0.38
m3
0.383
0.38 0.38
m3 m3
76.874 5.087
29.54 29.54 29.54
m2 m2 m2
2067.975 %' 339.73875 k" 1.2703275 m3
2067.975 %' 8.49346875 a" 1.2703275 m3
59.09 59.09
m2 m2
368.6904 k" 1.41804 m3
9.21726 a" 1.41804 m3
4,477,932.95
m3 k" &$ m3
0.576 5.76 2.88 0.216
m2 k" &$ m3
m3 k" &$ m3
0.216 2.16 1.08 0.081
m2 k" &$ m3
169,260.00
4,995,083.66
169,260.00
5,320,376.40
98,820.00
42,084.00
103.50
m2
336.375 k"
103.50 103.50 103.50
m2 m2 m2
10.35 k" 10.35 k" 26.91 k"
8.409375 sak
20,775.00
28,170.00
10.35 k" 10.35 k" 26.91 k"
ANALISA BAHAN DAN UPAH NO
Koef.
Sat.
'olongan
5olu%e
1
2
3
4
5
total OH 6
I P"K"#AAN TANAH $. $%& 'alian Tanah Biaa Se)ala% $% 0.750 OH Pekerja 0.02 5 OH Mandor
28.80 28.80
m³ m³
21.60 0.72
2.76 2.76
m³ m³
0.83 0.03
9.60 9.60
m³ m³
4.80 0.48
10.08 10.08 10.08
m³ m³ m³
15.12 7.56 0.76
2.90 2.90 2.90
m³ m³ m³
4.79 0.80 0.24
497.08 497.08 497.08
k" k" k"
3.48 3.48 1.49
19.20 19.20 19.20
m m m
9.98 4.99 0.50
14.40 14.40 14.40
m m m
9.50 4.75 0.48
5.40 5.40 5.40
m m m
3.56 1.78 0.18
29.54 29.54 29.54
m m m
8.86 2.95 0.44
59.09 59.09
m m
21.27 7.09
*. $%& Urugan Pair 0.300 OH Pekerja 0.01 0 OH Mandor +. $%& Urugan Tanah Ke%,ali Se)ala% $% 0.500 OH Pekerja 0.05 0 OH Mandor II. P"K"#AAN PASAN'AN $. Batu ,elah $ P- /Pp per %& 1.500 OH Pekerja 0.750 OH *!kan" #a$! 0.07 5 OH Mandor III. P"K"#AAN B"TON $. $%& 0e%,uat ,eton K**1 1.650 OH Pekerja 0.275 OH *!kan" #a$! 0.08 3 OH Mandor *. $ kg Pe%,eian )engan Bei Polo 0.007 OH Pekerja 0.007 OH *!kan" #esi 0.00 3 OH Mandor +. $%2 Paang Bekiting untuk Sloof 0.520 OH Pekerja 0.260 OH *!kan" +a! 0.02 6 OH Mandor /. $%2 Paang Bekiting untuk ing,alk 0.660 OH Pekerja 0.330 OH *!kan" +a! 0.03 3 OH Mandor 1. $%2 Paang Bekiting untuk Kolo% 0.660 OH Pekerja 0.330 OH *!kan" +a! 0.03 3 OH Mandor I5. P"K"#AAN DINDIN' $. $%2 Batu Bata $Sp /Pp te,al $6* ,ata 0.300 OH Pekerja 0.100 OH *!kan" #a$! 0.01 5 OH Mandor 5. P"K"#AAN PL"ST"AN $. $ %2 pleteran $P- / Pp te,al $1 %% 0.360 OH Pekerja 0.120 OH *!kan" %a$!
0.01 8 OH Mandor
59.09
m
1.06
103.50 103.50 103.50
m m m
20.70 10.35 1.04
m m m
2.07 6.52 0.26
5I. P"K"#AAN A7IAN $. $ %* Pe%aangan A-ian 0.200 OH Pekerja 0.100 OH *!kan" #a$! 0.01 0 OH Mandor 5II. P"K"#AAN P"N'"7ATAN $. $ %* 7at te%,ok ,aru ( $ lp pla%ir8 $ lp -at )aar8 * lp -at penutup !
103.50 103.50 103.50
0.020 OH Pekerja 0.063 OH *!kan" )a$ 0.00 3 OH Mandor
#U0LAH SU0B" DA:A HAI
:o&on"an 1 Pekerja 2 *!kan" 3 Mandor
;H 126.57 50.28 7.67
"N7ANA AN''AAN BIA:A NO
Uraian Pekerjaan
5olu%e
Sat.
Harga Satuan (p.!
Total Harga (p.!
$
*
+
/
1
;
II
P"K"#AAN TANAH
1
:a&ian *ana'
28.800
m³
Rp.
39,250.00
Rp.
1,130,400.00
2
r!"an Pasir
2.760
m³
Rp.
207,700.00
Rp.
573,252.00
3
r!"an *ana' +em%a&i
9.600
m³
Rp.
28,500.00
Rp.
273,600.00
Total Pek. Tanah
Rp.
$8<==8*1*.>>
III
P"K"#AAN PASAN'AN
1
#a$! #e&a' 1 p < 4pp
10.080
m³
2
#a$! #a$a 1p < 4pp
29.543
m³ Rp.
Rp.
665,100.00 Rp
6,704,208.00
98,820.00
Rp
2,919,389.85
Total Pek. Paangan
Rp
<8;*+81<=.?1
I5
P"K"#AAN B"TON
1
;&oo= ;$r!k$!r
1.440
m³ Rp.
4,477,932.95
Rp.
6,448,223.45
2
+o&om ;$r!k$!r
0.383
m³ Rp.
4,995,083.66
Rp.
1,910,619.50
3
Rin" #a&k
1.080
m³
5,320,376.40
Rp.
5,746,006.51
Total Pek. Beton
Rp.
$/8$>/8?/<./;
42,084.00
Rp.
2,486,533.14
Total Pek. Pleteran
Rp.
*8/?;81++.$/
Rp.
2,150,212.50
5
P"K"#AAN PL"ST"AN
1
P&as$eran dindin" $em%ok - 1p < 4pp
5I
P"K"#AAN A7IAN
1
)>
59.085
103.500
m
m
Rp.
Rp.
Rp.
20,775.00 Total Pek. A-ian
5II 1
*8$1>8*$*.1>
P"K"#AAN 7AT )a$ *em%ok
103.500
m
Rp.
28,170.00
Rp.
2,915,595.00
Rp.
*8<$181<1.>>
Total Pek. Penge-atan #U0LAH
Rp
++8*1?8>+<.<1
"N7ANA AN''AAN BIA:A I
Rekap Pekerja Golongan Pekerja Tukang Mandor
II Rekap $atrial %ahan Pa'%r urug $a)u *e"a# Pa'%r pa'ang *a)u Pa'%r pa'ang *a)a Pa'%r pa'ang p"e')er
+e!en pa'ang +e!en *e)on +e!en d%nd%ng +e!en p"e')er +e!en -%an
Pa'%r *e)on ora" %r Paku '"oo/ Paku r%ng*a"k Paku ko"o!
M%n&ak *ek%')%ng $a)a !era# P"a!%r a) da'ar a) penu)up $e'% 10!! $e'% 8!! aa) *e)on Papan '"oo/
QTY 126.57 50.28 7.67 u!"a# $%a&a
Unit OH OH OH
Harga Satuan Rp 50,000.00 Rp 65,000.00 Rp 70,000.00
QTY 2.76 12.096 5.2416 1.2703275 1.41804 7.9300
Unit
!( !( !( !( !(
41.076 26.9206875 8.49346875 9.21726 8.409375 94.11679125
'ak 'ak 'ak 'ak 'ak
1.447103571 2.25105 624.0375 5.76 5.76 2.16 13.68
!( !( ") kg kg kg
5.88 2067.975 10.35 10.35 26.91 37.48 46.03 7.46 0.864
") *# kg kg kg *)g *)g kg !(
Rp Rp Rp Rp
Jumlah 6,328,602.45 3,268,116.25 536,813.97 10,133,53!"#
Harga Satuan Rp 160,000.00 Rp 150,000.00
Rp Rp
Jumlah 441,600.00 1,814,400.00
Rp
340,000.00
Rp
2,696,188.95
Rp
44,000.00
Rp
4,141,138.82
Rp Rp Rp
340,000.00 300,000.00 20.00
Rp Rp Rp
492,015.21 675,315.00 12,480.75
Rp
15,000.00
Rp
205,200.00
Rp Rp Rp Rp Rp Rp Rp Rp
10,000.00 700.00 30,000.00 30,000.00 65,000.00 70,000.00 50,000.00 20,500.00
Rp Rp Rp Rp Rp Rp Rp Rp
58,800.00 1,447,582.50 310,500.00 310,500.00 1,749,150.00 2,623,908.60 2,301,666.67 152,852.72
Papan r%ng*a"k Papan ko"o!
$a"ok r%ng*a"k $a"ok ko"o!
III eper"uan Per"engkapan %ahan Pengen-er !p"a' $enang !*er -or ua' Ro" ua' 4 Pra'a')% keg%a)an
I
0.576 0.216 1.656
!( !(
0.216 !( 0.081 !( 0.297 u!"a# $%a&a
QTY
Unit
4 3 8 8 5 5 1 u!"a# $%a&a
) ! *# *# *# *# *#
To)a" e'e"uru#an Pe!*u"a)an
Rp 1,900,000.00
Rp
3,146,400.00
Rp 1,900,000.00
Rp Rp
564,300.00 3,1&3,'''!1
Rp Rp Rp Rp Rp Rp Rp Rp
Jumlah 50,000.00 45,000.00 40,000.00 64,000.00 100,000.00 87,500.00 212,000.00 5'(,500!00
Rp Rp
33,(#",031!(( 33,'5,000!00
Harga Satuan
Rp Rp Rp Rp Rp Rp Rp
12,500 15,000 5,000 8,000 20,000 17,500 212,000
Ter*%"ang Tiga Puluh Tiga Juta Sembilan Ratus Dua Puluh Lima Ribu Rupiah
