ANALISA HARGA SATUAN 1
1 M3
PEKERJAAN GALIAN TANAH 0.400
Oh
Pekerja
@ Rp
45,000.00 = Rp Rp
2
1 M3
URUGAN KEMBALI 0.192
Oh
Pekerja
@ Rp
45,000.00 = Rp Rp
3
1 M3
URUGAN PASIR 1.200
M3
Pasir urug
@ Rp
110,000.00 = Rp
0.300
Oh
Pekerja
@ Rp
45,000.00 = Rp Rp
4
1 M3
URUGAN TANAH 1.200
M3
Tanah urug
@ Rp
45,000.00 = Rp
0.300
Oh
Pekerja
@ Rp
45,000.00 = Rp Rp
13
1 M3
BETON TUMBUK 1 Pc : 3 Psr : 5 Kr 0.870
M3
a!u Pe"ah 2#3 "$
@ Rp
%00,000.00 = Rp
4.3%0 & ak ak
'e$en (s()a
@ Rp
%5,000.00 = Rp Rp
0.520
M3
Pasir Pasangan
@ Rp
110,000.00 = Rp Rp
0.250
Oh
Tukang *a!u
@ Rp
%5,000.00 = Rp
1.%50
Oh
Pekerja
@ Rp
45,000.00 = Rp Rp
14 1 M3
MEMBU MEMBUA AT PONDAS PONDASII BETON BETON BERTUL BERTULANG ANG ( 150 K BE 0.200 M3 +a +au Teren!ang @ Rp 1,750,000.00 = Rp 1.500 +g +g P Pa aku -a$pur @ Rp 25,000.00 = Rp
0.81 0.810 0 M3 a!u a!u Pe"ah e"ah 2#3 2#3 "$
9,000.00 = Rp @ Rp 1%,000.00 = Rp @ Rp %5,000.00 = Rp @ Rp 110,000.00 = Rp @ Rp %00,000.00 = Rp
0.350 Oh
Tukang
@ Rp
%5,000.00
= Rp
3.900 Oh Pekerja
@ Rp
45,000.00
= Rp
150.000
+g
esi e!(n P((s Ø 1% @ Rp
2.250
+g
+a)a! e!(n
%.4% .4%0 &ak 'e$en P(r!an/ 0.540 M3 M3 P Pa asir Pasangan
Rp 1# 1 M2
PASANG BEKISTING UNTUK PONDASI 0.040 0.040 M3
+au +au Teren! eren!ang ang
0.30 0.300 0 +g
Paku aku ias iasa a 2#5 2#5
0.015 0.015 M3
+au +au +eas# eas# a(k a(k @ Rp 1,750,000.00 = Rp +au +au (k (ken en @ Rp 8,000.00 = Rp Tukang ukan g @ Rp %5,000.00 = Rp Pekerja @ Rp 45,000.00 = Rp
2.00 2.000 0 !g !g 0.2%0 0.2%0 Oh 0.300 0.300 Oh
@ Rp 1,750,000.00 @ Rp 25,000.00
= Rp = Rp
1 M2
PASANG BEKISTING UNTUK KOLOM 0.040 0.040 M3 0.015 0.015 M3
+au +au +eas# eas# Papa Papan n @ Rp 1,750,000.00 Paku aku ias iasa a 2#5 2#5 @ Rp 20,000.00 +au +au +eas# eas# a(k a(k @ Rp 1,750,000.00
2.00 2.000 0 !g !g
+au +au (k (ken en
@ Rp
0.330 0.330 Oh
Tukang ukan g
@ Rp
0.300 0.300 Oh
Pekerja
@ Rp
0.40 0.400 0 +g
= Rp = Rp = Rp
8,000.00 = Rp %5,000.00 = Rp 45,000.00 = Rp Rp
1 KG
PEMBESIAN DENGAN BESI POLOS 1.05 1.050 0 +g
esi esi e!( e!(n n P((s ((s
0.01 0.015 5 +g
+a)a +a)a!! e!( e!(n n
0.000 0.0007 7 Oh
Tukang
0.007 0.0070 0 Oh
Pekerja
9,000.00 = Rp @ Rp 20,000.00 = Rp @ Rp %5,000.00 = Rp @ Rp 45,000.00 = Rp @ Rp
Rp
1 M3
MEMBUAT BETON BERTULANG 1 : 2 : 3 %.720 &ak
'e$en (s()a
@ Rp
%5,000.00
= Rp
0.540 M3
Pasir e!(n
= Rp
0.810 M3
a!u Pe"ah 2#3 "$
@ Rp 110,000.00 @ Rp %00,000.00
0.350 Oh
Tukang *a!u
= Rp
2.000 Oh
Pekerja
@ Rp %5,000.00 @ Rp 45,000.00
= Rp = Rp Rp
1 M3
PEK$ TIANG (50%50" &M 1.000 M3 32.487 +g 114.708 +g %.%%7 M2
e!(n +#225
@ Rp
0.00 = Rp 9,300.00 Rp 9,000.00 = Rp
0.00 = Rp
Pe$*esian euge Pe$*esian Tu. P(k(k@ Rp ekis!ing +(($ 1 P @ Rp
Rp Rp
18,000.00 1'000$00
8,%40.00 ')40$00
132,000.00 13,500.00 145500$00
54,000.00 13,500.00 )#500$00
522,000.00 283,400.00 57,200.00 1%,250.00 74,250.00 *53100$00 I ! BEKISTING " 350,000.00 37,500.00 1,350,000.00 3%,000.00 419,900.00 59,400.00 48%,000.00 22,750.00 175,500.00 2*3#050$00
70,000.00 7,500.00 2%,250.00 1%,000.00 1%,900.00 13,500.00
70,000.00 8,000.00 2%,250.00 1%,000.00 21,450.00 13,500.00 155200$00
9,450.00 300.00 45.50 315.00 10110$50
43%,800.00 59,400.00 48%,000.00 22,750.00 90,000.00 10*4*50$00
0.00 302,129.10 1,032,372.00 0.00 0.00 1334501$10
PEKERJAAN
:
PEMBANGUNAN TIANG PEN+ANGGA BETON
LOKASI
:
KOLAKA
TAHUN ANGGARAN :
2013
NO$
URAIAN PEKERJAAN
SAT$
,OLUME
01
02
03
04
s
1.000
s
1.000
I PEKERJAAN PERSIAPAN 1
Pek. (u)pank 6 Pengukuran
2 II PEKERJAAN TANAH DAN PONDASI 1
Pek. aian Tanah P(n/asi
M3
4.000
2
Pek. rugan Tanah +e$*ai
M3
0.900
4
Pek. Pasir rug a)ah P(n/asi
M3
0.200
III PEKERJAAN STRUKTUR BETON 1
Pek. P(n/asi P(er P1 170170 "$
M3
2.414
2
Pek. +(($ !a$a 5050 "$
M3
1.513
3
Pek. an!ai +erja e!(n 1 : 2 : 3 T = 10 "$
M3
0.3%1
h
1.000
I, SE-A MOLENG ! TRANSPORT
T.
HARGA
JUMLAH
SATUAN
HARGA
( Rp "
( Rp "
05
0)
250,000.00
250,000.00
500,000.00
500,000.00
J
#50000$00
18,000.00
72,000.00
8,%40.00
7,77%.00
%7,500.00
13,500.00
J
*32#)$00
3,097,310.50
7,47%,907.55
2,594,7%1.%0
3,925,874.30
953,100.00
344,0%9.10
J
11#4)'50$*5
450,000.00
450,000.00
J
450000$00 1304012)$*5
PEKERJAAN
:
PEMBANGUNAN TIANG PEN+ANGGA BETON
LOKASI
:
KOLAKA
TAHUN ANGGARAN
:
2013
NO$
URAIAN PEKERJAAN
JUMLAH HARGA ( Rp "
01
02
0)
I PEKERJAAN PERSIAPAN
750,000.00
II PEKERJAAN TANAH DAN PONDASI III PEKERJAAN STRUKTUR BETON I, SE-A MOLENG ! TRANSPORT
93,27%.00 11,74%,850.95
450,000.00 1304012)$*5
Kolom Utama P. Besi Pokok Beugel Pondasi ela!ak
6.835 1.68
x x
12 49
82.02 M 82.32 M
6.86 Btg
3.53
x
9
31."" M 63.54 M 1"".33 M
14."""5 Btg
Bou#!lank $antai ke%&a Pondasi iang
2 $'% 4 $'% 16 $'%
(olken Balok
16 Btg 8 Btg
Paku Ka#at )emen !asi% ke%ikil
6 kg 10 kg 2" *ak 3 M3 4 M3
Beton um'uk Poo%!lat 4.36 0.3%1 1.5"396 6.46 0.52 0.3%1 0.18""2 0.54 0.8" 0.3%1 0.3140" 0.81
15
30
".5
iang kolom 1.513 9.""398 6.46 2.414 15.59444 1.513 0.81"02 0.54 2.414 1.30356 1.513 1.22553 0.81 2.414 1.95534
Tul. P 0 5
Beuge 50
Tul. Pokok 12 Ø 16
Beugel Ø 8
50 Ø 8 - 10 cm
0 3 1
16 Ø 16 mm
0
Ø 8 - 15 cm
0 3 3
5 0 6
Ø 8 - 15 cm
Ø 8 - 10 cm
0 4 1
5
170
Ø 8 - 10 cm
16 Ø 16 mm
Ø 8 - 15 cm
Ø 8 - 15 cm
Ø 8 - 10 cm
TIANG BE!I
BETON$A%P.1
TIANG PENYANG
PONA!IPOO"P
TIANG BE!I
BETON$A%P.1 &3& 5
TIANG PENYANGGA BETON
PONA!IPOO"P#AT
Ø 16 mm
Ø 16 - 20 cm
#A * 0 0 1
5
10 5
170 1'0
10 5
#ANTAI (E")A $A%P 1 & 3 & 5 *"*GAN PA!I" T. 5
%$ JA S S A P # B E K
MESJID T AHOA
A L A J
JL. POR OS KOLAKA-POMALA
JEM BAT A
KATOR SAMSAT
S ! " A I T A H O A
JALA S ETAPAK
Lokasi Pembuatan T iang Peny angga
JEM BAT A T AHOA
S ! " A I T A H O A
